20230396 Ver 1_USACE Permit_20240118

DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403
January 18, 2024
Regulatory Program/Division
Mr. Jimmy Farrington
Mr. Brian K. Byrd
Dirt to Dreams, LLC
PO Box 4692
Emerald Isle, NC 28544
Via Email: keith dirt2dreamsllc.com;
jimmy@yardworkslandscapes,com
Dear Mr. Farrington:
This letter is in response to the revised application you submitted to the Wilmington
District, Wilmington RG Field Office on August 30, 2023 for a Department of the Army
general permit verification. This project is assigned the file number SAW-2008-02538
and is known as Hamptons on the White Oak. This file number should be referenced in
all correspondence with this office.
A review of the information provided indicates that the proposed work includes the
construction of a residential subdivision, with associated road infrastructure and
amenities to include a 29-slip open water marina, boat ramp with day dock, kayak
launch, and the dredging of an access channel to Hampton Bay. The project area for
this determination includes an approximate 100-acre area which is illustrated on the
enclosed site plans/maps. The project/review area is located within the White Oak
River, Hampton Bay, Raymonds Gut, and adjacent uplands, and wetlands; at 246
Amphitheater Drive, at Latitude 34.727288 and Longitude-77.102451; in Swansboro,
Carteret County, North Carolina.
We have determined that the proposed work is authorized by RGP 291 pursuant to
authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403),
and Section 404 of the Clean Water Act (33 U.S.C. § 1344). The proposed work must
be accomplished in strict accordance with the enclosed general permit conditions, any
regional conditions, the special conditions listed in this letter, the application materials,
and the enclosed plans The Hamptons on the White Oak dated 10/23/2023. If the
extent of the project area and/or nature of the authorized impacts to waters are
modified, a revised application must be submitted to this office for written approval

before work is initiated. Any deviation from the terms and conditions of the permit, or
your submitted plans, may subject the permittee to enforcement action.
This verification is valid until December 31, 2026, unless the subject general
permit(s) is suspended, revoked, or is modified prior to that date such that the activity
no longer complies with the terms and conditions of the general permit.
Project Specific Special Conditions:
1. In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of
the attached Compensatory Mitigation Responsibility Transfer Form. The
requirements of this form, including any special conditions listed on this form, are
hereby incorporated as special conditions of this permit.
2. 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/media/2017-manatee-quidelines-
north-carolina.
3. The Permittee shall implement all reasonable and practicable measures to
ensure that equipment, structures, fill pads, work, and operations associated with
this project do not adversely affect upstream and/or downstream reaches.
Adverse effects include, but are not limited to, channel instability, flooding, and/or
stream bank erosion. The Permittee shall routinely monitor for these effects,
cease all work when detected, take initial corrective measures to correct actively
eroding areas, and notify this office immediately. Permanent corrective measures
may require additional authorization by the U.S. Army Corps of Engineers.
4. Culverts placed within wetlands must be installed in a manner that does not
restrict the flows and circulation patterns of waters of the United States. Culverts
placed across wetland fills purely for the purposes of equalizing surface water
shall not be buried, but the culverts must be of adequate size and/or number to
ensure unrestricted transmission of water.
This general permit verification and any associated authorizations does not
preclude the necessity to obtain any other Federal, State, or local permits, licenses,
and/or certifications, which may be required.
If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Sarah Hair, Regulatory Project
Manager of the Wilmington RG Field Office at 910-251-4049, by mail at the above
address, or by email at [e-mail].

Sincerely,
Sarah (Liz) Hair
Regulatory Project Manager
Enclosures:
Special Conditions
MRT Form
GP291 Conditions
Manatee Guidelines
401 Certification dated 11 /16/2023
CAMA Major 5-24 dated 1/18/2024
Revised Plans dated 10/18/2023.
Electronic Cc (w/enclosures):
Ron Cullipher, The Cullipher Group, PA
Ginger Turner, The Cullipher Group, PA
Michael Meilinger, NC DWR
Gregg Bodnar/Cameron Luck, NC DCM

General Conditions (33 CFR PART 320-330):
1. The time limit for completing the work authorized ends on December 31, 2026.
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort of if the site is eligible for
listing in the National Register of Historic Places.
4. If you sell the property associated with this permit you must obtain the signature
of the new owner on the transfer form attached to this letter and forward a copy to this
office to validate the transfer of this authorization.
5. You must allow a representative from this office to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.

Commencement Notification Form
Action ID Number: SAW-2008-02538 County: Carteret
Permittee: Dirt to Dreams, LLC, Mr. Jimmy Farrington
Project Name: Hamptons on the White Oak
Date Verification Issued: 1/18/2024
Project Manager: Sarah Hair
Within 10 days of commencing the activity authorized by this permit, sign this
certification, and return it to the following address:
US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Sarah Hair
Wilmington RG Field Office
69 Darlington Avenue
Wilmington, NC 28403
or
[e-mail]
910-251-4049
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.
Construction Start Date:
Signature of Permittee
Date

Compliance Certification Form
Action ID Number: SAW-2008-02538 County: Carteret
Permittee: Dirt to Dreams, LLC, Mr. Jimmy Farrington
Project Name: Hamptons on the White Oak
Date Verification Issued: 1/18/2024
Project Manager: Sarah Hair
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Sarah Hair
Wilmington RG Field Office
69 Darlington Avenue
Wilmington, NC 28403
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started:
Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

US Army Corps of Engineers — Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Mr. Jimmy Farrington; Dirt to Dreams, LLC Action ID: SAW-2008-02538
Project Name: Hamptons on the White Oak County: Carteret
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin: 03020106, White Oak River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.15
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020106, White Oak River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.30
Mitigation Site Debited: INC DMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

USACE Wilmington District — MRTF Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NC DIMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 10/23/2023 was provided with the applicant's revised application and plans.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail].
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Sarah Hair
USACE Field Office: Wilmington RG Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington
Email: [e-mail]
Wilmington District Project Manager Signature
January 18, 2024
Date of Signature

Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.

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 latoryPermitPro rg am.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.
Operatinst 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.arM.mil/Missions/Navigation/Setbacks.awx. 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.
j. 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-NAVgusace.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.g_ov/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.ariny.mil/Missions/Re ug latory-Permit-Pro rg am/A ency-
Coordination/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/1\4anateeGuidelines20l7.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 cgd5waterways&uscg.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:
WamiA.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.

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-4lB2987369C9
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
November 16, 2023
DWR # 20230396
Carteret County
Dirt2Dreams, LLC
Attn: James Farrington
P.O. Box 4692
Emerald Isle, NC 28544
Delivered via email to: [e-mail]
[e-mail]
Subject: Approval of Individual 401 Water Quality Certification
The Hamptons on the White Oak
USACE Action ID. No. SAW-2008-02538
Dear Mr. Farrington:
Attached hereto is a copy of Certification No. WQC006411 issued to James Farrington and Dirt2Dreams,
LLC, dated November 16, 2023. This approval is for the purpose and design described in your application.
The plans and specifications for this project are incorporated by reference as part of this Water Quality
Certification. If you change your project, you must notify the Division and you may be required to submit
a new application package with the appropriate fee. If the property is sold, the new owner must be given
a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H
.0507(d)(2)].
This Water Quality 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 Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality 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
Water Quality 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 Water Quality Certification to possess any prescriptive or other right of priority with
respect to any other consumptive user.
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wilmington, North Carolina 28#05-5406
NORTH CAROLINA
oR.m.m,r�.n_neraial` /"� 910.796.7215

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 2 of 18
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Water Quality Certification for the project and may also result in criminal and/or civil penalties.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Wilmington Regional Office within 24 hours (or the next business day if a weekend or holiday) from
the time the permittee becomes aware of the circumstances.
The permittee shall report to the Wilmington 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.
This approval and its conditions are final and binding unless contested [G.S. 143-215.51.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.
Sincerely, DocuSigned by:
Elo485549OF62DED464...
bVti G Sa _u"
Morella Sanchez -King
Regional Supervisor
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wiimington, North Carolina 28405-5406
NORTH CARCLINA 910.796.7215
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 3 of 18
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ— WiRO
Electronic cc: Ron Cullipher, consultant [e-mail]
Sarah Hair, USACE Wilmington Regulatory Field Office
Maria Dunn, NCWRC
Todd Bowers, EPA
DWR 401 & Buffer Permitting Branch Electronic file
Filename: 20230396—Hamptons on the White Oak—IWQC—CartCo_Nov.23.docx
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. WiUmington, North Carolina 28405-5406
NORTH CARCLINA 910.796.7215
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 4 of 18
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC006411 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500
and 15A NCAC 02B .0200, to James Farrington and Dirt2Dreams, LLC„ who have authorization for the
impacts listed below, as described within your application received by the N.C. Division of Water
Resources (Division) on September 13, 2023 and subsequent information on October 24, 2023 and
October 31, 2023, and by Public Notice issued by the Division of Coastal Management on February 15,
2023.
The State of North Carolina certifies that this activity will comply with water quality requirements and
the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application, the supporting documentation, and conditions
hereinafter set forth.
The following impacts detailed in your CAMA major permit application revised narrative dated October
18, 2023, received by the Division on October 31, 2023, attachments 1 through 6 received by the
Division on November 16, 2023, and site plan drawings sheets C1, CAMA 1, CAMA 2, CAMA 3 and CAMA
4 dated October 23, 2023, are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Amount
Mitigation Amount
Permanent
Approved
Required
Temporary
Riparian Wetlands
Coastal Wetland
0.001 acres
N/A
N/A
Fill for Boat Ramp
(-57 sq.ft.)
Non -Riparian Wetlands
Road Crossing #1
0.047 acres
N/A
Road Crossing #2
0.014 acres
N/A
Road Crossing #3
0.011 acres
N/A
Road Crossing #4
0.075 acres
N/A
Road Crossing #5
0.003 acres
N/A
0.15 credits
Open Waters
Maintenance Excavation
Raymonds Gut
0.946 acres
N/A
N/A
(-41,219 sq.ft.)
Boat Ramp Access
0.181 acres
N/A
N/A
(-7,897 sq.ft.)
29-slip Docking Facility
0.586 acres
N/A
N/A
(-25,542 sq.ft.)
*INCORPORATED ONLY*
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0—p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 5 of 18
Mitigation must be provided for the proposed impacts as specified in the table below. The
attached Compensatory Mitigation Responsibility Transfer Form (Form) shall be completed and
provided to the Division prior to any impacts occurring. If the Mitigation Provider specified on
the attached Form(s) for the proposed impacts changes after issuance of this Certificate, then
the Permittee shall request a revised Compensatory Mitigation Responsibility Transfer Form
from the Division prior to conducting any impacts.
Compensatory Mitigation
Required
River and Sub -basin Number
Non -riparian Wetland
0.15 acres (credits)
White Oak / 03020106
Citation: 15A NCAC 02H .0506(c); 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 project must provide for replacement of
existing uses through compensatory mitigation.
Concrete construction materials used for boat ramp construction, bulkhead components, such
as deadman anchors, tie -back systems and concrete caps, shall be managed in a manner that
prevents contact with waters of the State. A dry work area shall be maintained to prevent direct
contact between curing concrete and adjacent surface water. Water that inadvertently contacts
uncured concrete shall not be discharged to surface waters due to the potential for elevated pH
and possible aquatic life and fish kills. Any water that contacts uncured concrete shall be
captured, treated, and disposed of properly.
Citation: 15A 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. As cited in Wetland Standards: (2) Floating or submerged debris, oil, deleterious
substances, or other material shall not be present in amounts that cause adverse impacts on
existing wetland uses.
The Permittee shall adhere specially to 15A NCAC 02B .0221 Tidal Salt Water Quality for Class SA
Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range between
6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural
conditions; (1) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity
exceeds this level due to natural background conditions, the existing turbidity level shall not be
increased.
Citation: 15A NCAC 028.0221
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 6 of 18
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 (including fishing, fish, and Primary Nursery Areas
(PNAs)), wildlife, and secondary contact recreation]; and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
4. The effluent water from the dredge spoil should not (if at all practicable) be released into open
shellfish waters. The release of the effluent of dredge spoil from a closed shellfish area into
open shellfish water will cause a (temporary) closure of that water which in turn is a
degradation of waters and a violation of tidal salt water quality standards for Class SA Waters.
Shellfish Sanitation (252.726.6827) and the Division of Water Resources (910.796.7215) must be
notified if this is to occur.
Citation: 15A NCAC 028.0221
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
shellfishing for marketing purposes) and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.
The authorized maintenance dredging of Raymonds Gut shall not be dredged beyond the
proposed depth and width. In this case Raymonds Gut shall be dredged 30 feet wide to a
maximum depth of -4 feet a Mean Low Water at the END FULL DREDGING STATION 13+73.96
and a maximum depth of -5 feet Normal Low Water at the BEGIN DREDGING station 0+00.00. In
this case a boat basin measuring approximately 80 feet long by 100 feet wide is authorized to a
connecting depth of -4.5 feet Normal Low Water adjacent to the proposed boat ramp and kayak
launch. The area shall not be dredged to a depth deeper than the receiving water.
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.
6. The construction of the docking facility may not cause any additional closure of shellfishing
waters by Shellfish Sanitation as this would be considered a violation of 15A NCAC 02B.0201(f)
and 15A NCAC 02B.0221(1). [
Citation: 15A NCACO28.0201(f) and 15A NCACO28.0221(1)
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
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 7 of 18
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
shellfishing for marketing purposes) and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.
7. The docking facility is permitted for 29 boat slips. Dockage of vessels other than the permitted
slips will require re-evaluation by DWR of the use of the dockage facility. Handrails or other
devices, including signage, should be used to discourage use of any dock space other than the 29
designated boat slips.
Citation: 15A NCAC 07H .0208
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.
8. The Permittee shall secure an approved stormwater management plan (SMP) from DEMLR
before any impacts authorized in this certification occur. The applicable portion of the approved
SMP shall be constructed and operational before any permanent building or other permanent
structure is occupied at the site. If any of the SCMs are used as an Erosion and Sediment Control
device, it must be restored to the approved stormwater design condition within 30 days of
close-out of the Erosion and Sediment Control Plan.
Citation: 15A NCAC 02H .0506(b)(2) and (3); 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
9. 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.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 8 of 18
10. 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.
11. 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), and/or State Regulated Riparian
Buffer Rules (15A NCAC 02B .0200). 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.
12. If this Water Quality Certification is used for utility related impacts, then the following Activity
Specific Conditions shall apply to those impacts.
All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T, applicable Minimum Design Criteria (MDC), and/or Alternative Design
Criteria.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H. 0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure
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.
b. Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high-water mark.
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. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
gaparNrM of Emironmanfal quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 9 of 18
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.
c. Where there are temporary or permanent impacts from stream crossings, utility lines shall
cross the stream channel at a near -perpendicular direction (i.e., between 75 degrees and
105 degrees to the stream bank).
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. 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.
d. Construction corridors in wetlands and/or across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is prohibited.
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. 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.
e. Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide except at
manhole locations.
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. 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.
f. For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient
until the utility exits the wetland. Anti -seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 10 of 18
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet long do not require anti -seep collars. The compacted clay shall have a specific
infiltration of 1 X 10-5 cm/sec or less. A section and plan view diagram is attached for the
anti -seep collars.
The following specifications shall apply to class B concrete:
i. Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii. Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii. Maximum water -cement ratio gallons per sack 6.8
iv. Slump range 2" to 4"
v. Minimum strength - 28-day psi 2,500
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. 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.
g. The permittee shall have a specific plan for restoring wetland contours to pre -construction
conditions. Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will
be piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
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. 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.
13. The permittee shall report to the DWR Wilmington 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.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 11 of 18
14. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
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.
15. 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), 15A NCAC 02H .0507(c), 15A NCACO28.0200; 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: (12)
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 (21) 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
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 12 of 18
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: (c)(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.
16. 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 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: (12)
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 (21) 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: (c)(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.
17. 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.
18. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 13 of 18
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
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: (12)
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 (21) 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: (c)(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.
19. 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 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 topographic constraints indicate culvert
slopes of 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.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
DWR#20230396
Individual Certification#WQC006411
Page 14 of 18
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 structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
20. 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 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: (12)
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. As cited in Wetland Standards: (c)(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.
21. 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.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 15 of 18
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: (12)
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. As cited in Wetland Standards: (c)(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.
22. 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 028.0231
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.
23. In accordance with 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)
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.
24. 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)
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-41B2987369C9
The Hamptons on the White Oak
D W R#20230396
Individual Certification#WQC006411
Page 16 of 18
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.
25. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this certification 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 Water Quality Certification. A copy of this Water Quality
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 Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of
issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This, the 16th day of November 2023
DocuSigned by:
wtbVt UA Sa —u"
a4Kanc�iez Morefl-King
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ— WiRO
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. WiUmington, North Carolina 28405-5406
NORTH CARCLINA 910.796.7215
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-4lB2987369C9
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
COMPENSATORY MITIGATION RESPONSIBILITY TRANSFER FORM
November 16, 2023
Permittee: James Farrington of Dirt2Dreams, LLC. DWR Project #20230396
Project Name: The Hamptons on the White Oak
County: Carteret
The Division has received an acceptance letter from the NC Division of Mitigation Services (DMS) to
satisfy the mitigation requirements set forth in 401 Individual Certification No. WQC006411 issued to
James Farrington and Dirt2Dreams, LLC, dated November 16, 2023 as provided in the table below.
Compensatory Mitigation River and 8-digit HUC Number
Riparian Wetland 0.15 acres (credits) White Oak / 03020106
The Permittee must provide a copy of this form to DMS who will then sign the form to verify receipt of
payment and the transfer of the mitigation responsibility. Once DMS has signed this form, it is the
Permittee's responsibility to ensure that a signed copy of this form is submitted to the Division before
conducting any of the authorized impacts.
The Division of Mitigation Services verifies that the mitigation requirements (credits) shown above will
be debited using approved released or advance credits, and for all stream or wetland credits is in
accordance with the signed/approved In -Lieu Fee Instrument dated July 28, 2010. By signing below,
DMS is accepting full responsibility for the identified mitigation. As a reminder to the Mitigation
Provider, no more than 25 percent of the total mitigation required by Division can be met through
preservation, unless requested and approved by the Division Director (15A NCAC 02H. 0506(c)(7)).
Signature Authority Name (print):
Signature: Date:
North Carolina Department of Environmental Quality I Division of Water Resources
D � �
127 Cardinal Drive Ext. Wihnington, North Carolina 28#05-5406
NORTH CAROLINA
n.o.m w.f�.n_erw.i� /"�
910.796.7215

DocuSign Envelope ID: 7D564382-D7A3-419E-B48F-4lB2987369C9
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
COMPENSATORY MITIGATION RESPONSIBILITY TRANSFER FORM
DATE
Permittee: James Farrington of Dirt2Dreams, LLC DWR Project #20230396
Project Name: The Hamptons on the White Oak
County: Carteret
The Division has received a Statement of Availability (SOA) from BANK SPONSOR/COMPANY NAME for
the BANK SITE NAME/s (Mitigation Provider) to partially satisfy the mitigation requirements set forth in
401 Individual Certification No. WQC006411 issued to James Farrington and Dirt2Dreams, LLC„ dated
November 9,2023 as provided in the table below.
Use multiple forms if mitigation is to be satisfied by multiple providers (or a combination of banks/DMS).
Each form should include the "partially" above and the table below should match the mitigation to be
satisfied by the specific mitigation provider noted above. If there are multiple forms, then the tables
should all add up to the mitigation amounts listed in the 401 Individual Certification/BA etc.
Compensatory Mitigation
River and 8-digit HUC Number
Riparian Wetland
XX acres (credits)
River Basin / 8-digit HUC
Non -Riparian Wetland
XX acres (credits)
River Basin / 8-digit HUC
Perennial Stream
XX linear feet (credits)
River Basin / 8-digit HUC
The Permittee must provide a copy of this form to the Mitigation Provider specified above who will then
sign the form to verify receipt of payment and the transfer of the mitigation responsibility. Once the
Mitigation Provider has signed this form, it is the Permittee's responsibility to ensure that a signed copy
of this form is submitted to the Division before conducting any of the authorized impacts.
The Mitigation Provider verifies that the mitigation requirements (credits) shown above, have been
released and are available at the identified bank site(s). By signing below, the Mitigation Provider is
accepting full responsibility for the identified mitigation. As a reminder to the Mitigation Provider, no
more than 25 percent of the total mitigation required by Division can be met through preservation,
unless requested and approved by the Division Director (15A NCAC 02H. 0506(c)(7)).
Signature Authority Name (print):
Signature: Date:
North Carolina Department of Environmental Quality I Division of Water Resources
D � �
127 Cardinal Drive Ext. Wihnington, North Carolina 28#05-5406
NORTH CAROLINA
n.o.m w.f�.n—erw.i� /"�
910.796.7215

Permit Class
NEW
Permit Number
5-24
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
rrmit
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 Dirt 2 Dreams LLC., PO Box 4692 Emerald Isle, NC 28544
Authorizing development in Carteret County at adj. Hampton Bay, White Oak River, at 246 Amphitheater
Dr., Swansboro, as requested in the permittee's application dtd 8/30/23, narrative dtd "Rev 10/18/23", att dwgs (11),
Sheet C1 dtd "Rev 10/23/23", CAMA 1-4 all dtd 10/23/23 and Att Nos. 1-6 all dtd "Rec MP Section MHD 11/16/23".
This permit, issued on January 18, 2024 , 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 civil or criminal penalties; or may cause the permit to be null and void.
Residential Marina
1) This permit authorizes only the piers, platforms, boatlifts, and other structures 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 residential marina
without permit modification. No non -water dependent uses of structures shall be conducted on, in or
over Public Trust waters without permit modification. [07J .0202(c); 07H .0208 (a)(1)]
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
residential marina. Any sewage discharged at the residential marina shall be considered a violation
of this permit for which the permittee is responsible. This prohibition shall be applied and enforced
throughout the entire existence of the permitted structure. [07H .0208(a)(2)(B)]
(See attached sheets 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
January 18, 2029
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.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Dirt 2 Dreams LLC.
ADDITIONAL CONDITIONS
Permit No. 5-24
Page 2 of 6
3) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather. [07H .0208(a)(2)(G); G.S. 113A-229(a)]
4) This open water residential marina was authorized under the version of 15A NCAC 18A .0911 (Rules of
the Division of Marine Fisheries -Shellfish Sanitation) in effect as of the 1/9/23 date the application was
accepted as complete by DCM. Pursuant to G.S. 143-755, the Permittee chose to use the earlier version
instead of the rules as amended since June 1, 2023. Accordingly, while the 29-slips are authorized, all
of the slips at the authorized docking facility shall not allow any vessels greater than 24 feet in length, or
allow vessels equipped with a holding tank or similar waste sanitation device or vessels outfitted with a
cabin. These conditions also address concerns raised by the Division of Water Resources. Any violation
of the 401 Water Quality Certification issued by the NC Division of Water Resources shall be
considered a violation of this CAMA permit. [07H .0208(a)(2)(B)]
5) This permit authorizes a maximum of 29 formalized boat slips. [07J .0202(c)]
Excavation
6) No excavation shall take place outside of the area indicated on the workplan drawings. [07H
.0208(b)(1)(D)]
7) Excavation shall not exceed -4.5 to -5.5 feet below the normal low water level as indicated on the
attached workplan CAMA 3 dated 10/23/23. In no case shall the depth of excavation exceed the depth of
connecting waters. [07H .0208(b)(1)(D); 07H .0208(b)(1)(F)]
8) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized. [07H .0208(b)(1)(C)]
9) 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). [07H
.0208(b)(1)(C)]
10) No excavation shall take place within 10 feet of any Coastal Wetlands. [07H .0208(b)(1)]
Dredge Material Disposal
11) No dredge material shall be placed within 30 feet of the normal high-water line, except that which will
be used to backfill the area behind the permitted bulkhead, once properly dried. [07H .0209(d)(10)(G)]
12) 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. [07H.0208(b)(1)(B); 07H .0209(d)(3)]
13) 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. [G.S. 113-229(cl)]

Dirt 2 Dreams LLC.
ADDITIONAL CONDITIONS
Permit No. 5-24
Page 3 of 6
14) The permittee and/or their contractor shall take all necessary precautions to ensure that the dredge
material is properly contained during transport to the disposal site, and that all the proper coordination
has taken place with the local or state governments to ensure that any damage to public streets caused by
transport of the dredge material has been addressed. [07H .0209(d)(8)]
Maintenance Clause f07J .04071
15) 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.
Basin with Boat Ramp and Kayak Launch
16) Unless specifically altered herein, this permit authorizes one concrete boat ramp, as indicated on the
attached workplan drawings. [07J .0202(c)]
17) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State. [07H .0208(a)(2)(B)]
18) Placement of fill materials below normal water level shall be limited to the ramp structure. [07J .0202(c)]
19) Excavation, fill and/or ground disturbing activities, associated with the placement of the boat ramp,
above and below the normal water line shall be limited to that absolutely necessary to establish adequate
ramp slope and provide a ramp no greater in size than specified in the attached permit application and
workplan drawings. [07J .0202(c)]
20) This permit authorizes only the docks, piers, floating platforms, and kayak launch, 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 boat ramp and kayak launch facility
without permit modification. No non -water dependent uses of structures shall be conducted on, in or
over Public Trust waters without permit modification. [07J .0202(c); 07H .0208 (a)(1)]
21) The kayak launch facility shall post signage indicating that the facility is only intended for non -
motorized vessel usage. [G.S 113A-120(b)]
22) The groin shall be constructed in accordance with the alignment depicted on the attached workplan
drawings. [07J .0202(c)]
23) The alignment of the authorized groins shall be verified by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. [G.S. 113-229(cl)]

Dirt 2 Dreams LLC. Permit No. 5-24
Page 4 of 6
ADDITIONAL CONDITIONS
24) The height of the permitted groin(s) shall not exceed 12 inches above normal high-water level. [07H
.0208(b)(9)(D)]
25) The permitted groins shall be constructed of treated wood, plastic lumber, metal or vinyl sheet piles or
other suitable materials approved by Department personnel. [07H .0207(d)]
Community Observation Pier
26) This permit authorizes only the pier and gazebo 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 community observation pier without permit modification. No non -
water dependent uses of structures shall be conducted on, in or over Public Trust waters without permit
modification. [07J .0202(c); 07H .0208 (a)(1)]
27) This permit does not authorize any formalized boat slips located at the community observation pier. [07J
.0202(c)]
28) The authorized gazebo shall not be enclosed. Any material used on the sides shall not obstruct view and
shall be permeable to air and water. Screen or wire on the sides along with benches are permitted.
Lattice is specifically excluded from being used under this authorization. [07H .0208(a)(2)(G)]
29) The roof of the gazebo shall not be designed for second story use. [07H .0208(b)(6)(F)]
Upland Development with Section 404 Wetland Fill
30) 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 118 homesites, 35
townhomes, gazebo walkway, retaining walls, driveways, roads, conveyance pipes with associated
approximately 6,649 ft2 of Section 404 Wetland fill, and other associated infrastructure, all as expressly
and specifically set forth in the attached permit application and workplan drawings. [07J .0202(c); 07H
.0209]
Cultural and Natural Resources
31) Prior to the initiation of any land -disturbing activities authorized by this permit, the permittee shall, in
coordination with the N.C. Department of Cultural Resources (NCDCR), develop and implement an
archaeological survey of the proposed project area. Initiation of permitted land -disturbing activities shall
not begin until written approval is obtained from NCDCR, and a copy of such approval has been
submitted to the Division of Coastal Management. [07H .0209(d)(7)]
Sedimentation and Erosion Control
32) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters. [07H .0209(d)(4)]

Dirt 2 Dreams LLC.
ADDITIONAL CONDITIONS
Permit No. 5-24
Page 5 of 6
33) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties. [07H
.0209(d)(4)]
USACE Conditions [G.S. 113-229(a); G.S. 113A-107(a)l
34) 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
35) In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit.
General
36) Any portion of the permitted access piers built over wetlands shall not exceed six feet in width and shall
be elevated a minimum of three feet above the wetland substrate as measured from the bottom of the
decking. [07H .0208(b)(6)(C)]
37) No attempt shall 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. [07H .0208(a)(2)(G)]
38) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings. [07H
.0208(a)(2)(G)]
39) 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. [07H .0208(a)(2)(B)]
40) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management. [07J .0406(b)]
41) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location. [G.S
113A-120(b)]
42) The permittee and/or their contractor shall meet with a representative of the Division prior to project
initiation. [07J .0209(a)]
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Dirt 2 Dreams LLC.
ADDITIONAL CONDITIONS
Permit No. 5-24
Page 6 of 6
NOTE: The permittee is advised that if water utilities or new wells are required to service the authorized
development, plans and specifications for all new waterlines should be submitted and approved
by the Public Water Supply Section prior to the initiation of construction. Furthermore, water
supply wells must be approved by the county in which the subject property is located, and local
cross -connection requirements may be required. Public Water Supply can be contacted at (910)
796-7215.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2008-02538).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Individual
Water Quality Certification No. 006411, assigned the project DWR Project No. 2023-0396.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high-water level.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

e
a
R
I' r _� ••'''. +T f' re 1 +.i�A'�' , rJ`' yY •ir t r, R'!• r� . •��'' g sr i''•'- a '
z-J•' :.•�
- Sir.."'-{ "�f. ''yr r a r
_ - - � - •�•+' i•`3l l � �. iH�-S; i �yh .0 YI; . R`Oi S•} - Sf��� -
R L W . _ � 1 ` I. � r x r a 4`�. '�, � S. V •� •.1 rT j�. �yp�I. - .I 'F ���r
F Ali"' jai ! d ro
Jiv
.. r� -�,.� � � I.a '+ �1; � + �y; s�'r t � � � r. .',F� _. •1`r -+ _ ' .�(•., 1 ,�, 1y4�.� :S{r`• A � '�'r � �• ,
'y 4� `! .. 1'1' L 1{'J�.K ,,:'TJ _ , l• I �! k v� - a ,w• ~r
,,, 'r. g�T I +.ggam• • ri". ,�". '.•�' - -
r - ►►' • ' .. �, ;+f4 ;i� f is • '+ , .a�y .�� c T' - � E.;�, • *. •T r F}r. �h� 1'' ,� '�` e�S
J.
• ^�,. ,,C. � * , �i,'. •, I `�i��'Ce4 Is�' ' �. ..,�� :y; � 1 •i+. � .}y �. R ' � } "•Y!VJ ? '�••'a,.w '
R 4- �•
/
'.ti. ~ i r I � � _- � r T S# • �,�•Y►�: :a+ r • ��.''' 4 �' - i Y� r i L� , i
A� ii l �•a�l,�, •- •1�
u .�•. _ I ` • �� �.r �, •fir'. - ;.' � � .J``• • �,+ �r� ,.���� a •�, r •�` +. •�
r f S •"'+"L•;"w` 8 a i .. ?:" �` " ' +_ $1
r � 'Ci.i'a:3✓!:•�\f --- I{•I, �;. � � • • / � � ,7 � 4- � . ASS.: � _ . ��• � \• r. •,e � y_ .r (F t ,Y[•. /�r • �� � _
J
1ylfr
w
r
.r
'
-
S -
l
n 1
-- -- � MARSH `
F'
- _- - & WATER
LINE .., v; .... .. ,
.. ilt ilt tl 'i � , 3
v
llw.. _ -� .......... ....... ...,. HIGH LAND• - INE
I
: •
MAFFS H• . • a .. WATE ara■ . '- / - r; i .0
.. ........ _ .. ..... .. ISLAND + - & r;
i, ............./..... .......... ......,.. .. H
r
I
I R.
M r0Ciir .!' " '"�. 2-...yC . �. 4AL`1fl EiN -I ,4ND - ,,, /' .e,■ ale ae,le a■ T • I \ "`a` l r' '� 'y • ' _ - '. �'-i . _
= i it 316 iC ilt ilE !i ili 31l ill I i i y 4 : ti+ d
1 - . yf, �i "+ - . �jr -�`,' , 1 i. • . ,,, - __ aY Waale_ ale Wale aY a4ale aY aMYe aleiale- I - � 1
_MA
.. Z•?�' / ter- ... .... : �', - +•.-.-.-:. - .. '� a■a�r I i4` '.r'C -
R E
i
I-
9 i4` i� ili iC iti iC ili ili i� ili V ili il€ � 3¢ � � .
A �. - r 31Effi- - f
IS _ H � Y 3 NO
T W Alt
A � � W W WW. W W W aYYr aY � Yta4 W YUY a4
O a41i ar W rem•-":-:-:':-
\ a'e
'� ie E i1F i! ilt �ili Ri
ilE • ili ilE !t �
�iq• . •..�S-�• -� - • .�'
s c � a .,'4'-• •'•, - is ilt ili >f; tl ;� ili 38 0 W is •i' �' � s• '�'
- - �'- ' _ � '.era ie alp:: ..■ale •<•
'� - .i �i ilt 31� ilt ili /fit `,-.-.• �� tli ilt 38
a . �e.-:--'.9, `,C, '%` Mf -�, W Wale •� 1918
�.,_ 8 - ` \-• -ru r • - • \ .31L, ,1 I 51 �I ' 20 .� '7 {• A . .� .f r ��• • ele W ru r W..al6r W ur a�a� 53 52 50 ne • �,, +
Al
67 . r wr� '� , 8i iC 81` �I ar . /55 5h f ,u'f• I J■".^ , tl . r4: !' • ^ �' - : rf, �+ -
68 66 W / _ �, , nisi W Lr ' � • � • e N _ a'e woo s.,41.93
00
a 0' ♦ \\ iif ilf ill• 31..- .,w •}A• �, tl ' }•.o• .
ei'� „ 64 �p \ / w „l �.le_ale yule W _ '` . `./� k Jk
1 •� 63 . \ -• .� r ,j ' }.6 1a.a0 ra.aD ra.aD •, o•
\•}.s,1.o,� sz - �` ac- sf+}� Ali" tl 10.61� `� W
LAMA F. A OR n.•. s.• r so •s i `/ ; W ;. _ ,f..i- , y •":j£h
b_ 53 57 L ��'` �- - _ / `'Fi is tn
r ,.•. r.! ..:r 5 ` r i.
a4� I IB ssa s •r 56 n, n.ao n.a• • a}S..,e• ,I, y` 431i �i �k`u ���k % c��'� f' �' y r.
•a' �, �' Wale ai. ,le WW I ,x,.�, a3 , P: • - I "
u.Jl 45 L7 48 �y 49 I0 m5 zt\\/ : 14 4, 1• �3f: •i '.rY
�/ �s�!��� '`/�k ��J 0. •a I,a.rr a' s �� i�i i�i 3� . \ R '• G � '�..�•, ff��,, �•rr-i' �y,+� 'i
9 '• �'•� rU.1) a'� �. W ,j 'j '$ WW�r 211,." a• \a n 120.00 w N _ . '' :•'.
I� i+, ` i?.als ,�k1 aeW W W - a■W 'j W � W aleW \ 8 3 8 � �..}:, ,+i� � " -Y ��• � �,
r. �•
i � � ? �•aa o.o Y W iC - � ili ili 4; z \ �1 R i i I V.
K
/ �� ` rn _? J 7ii 1•.Si� ` ` ale y Wi�':1 S ,mil 120.000 L
15 W 33 W a■W \\ lil�_J 8 .z 8 .1 {� il. • 11. _ 1 •.i '�1. ..t. ql 4i
P .ARafetef� n.ao n.ao ,os. ss.o 34
it• ilt Y R f± �� r
i :s +T` -,r.% - -•s sn 32
f ile` �i �i ea.•1 120.00 ,n - �. •i .; 'k. .( a e. i,
/ 2(� �,. :J•.rtTAT2Sti- .' , 77 s s 12•.)7 W WW W Q a! +1 r ■O1aM. r •f, 8 '8 ./ /i Lr.
44 ill iei ilt'II $t ili �C 23
t .VA�NM=RDAA•�.' ale Y/ `'l 'r'� •, : ieW W WW W WW WW /p• f .'i��r'..' ; �kr ..;
+b R 31f ili ili � ili 120.00- •'t .
.� j. W Wa. ® �• a .•:. po
12•.40 _ y �. 31 aY,la If% 4! s , r - _'� •%. - - •� j`�.1'
i �' - �' .. •:� - • 8 ilt� �i 1a.oa •8 r . 3 ili WiIE Ike ili ili tli ilia"n` .its ffi ilt ili {a za 8 t+;
r y . . s` • .:• _ '. vl \ Aso.leiftl i . A 78 S R 3' • F r. - J , r
W W a■W W WW W
t€i tli ,m.ao
`- 12•.00 W WW. W a■a■ ale WW W t aleYa ala ,'t4' -
r - / • s •8 ilt iC ill_ilt 3C / • ilt ilt 2s .y 8 9 S - `r
`F 86 ,}}!.n S 8 4L R W O ill ili i8 ill W x �i� i8 s sn \ .. r '--+ ?"_ �; .. , aF . -r }• r • * �` ,-
s ili ili 2., •tl''2s s: 8 120.00
$ s 8 j •K
.Jt - _ e �,`F 87 ' ab b • ? X s s" 'o•aa 30.00 ra reW Wale W tp s R R j . r ` • 4 - -
i S...- _ z !t ili © ili �t ili as „ \ t
83 �W f33 73� - 11 ,a1 .' , a, C aleW W • �WW ale •.'1J ` `$ ,m.aa r' , - x. y1' -' +•�
i W a2 $ s w 0 ` ili fie.� 3Yl • 8 f: r
'
sy }.eo��` )00p `' $ 39 X ? • y.1r V , Wale W ,tlf;P R R - i� F .�'
r r p bys 28
i r� 00 5l.ps 00 �•Jl,36
x•oo • � � i W © s ,35 3 alaW = s x ;[D (j
'w 4t, ■W W s° °° x oa s $0.00 I y •>:.w �-- .. r ,,r,
` so.rr }
x
Y W 3 X 9a 'a.aa N r- l0.0a 70.00y� f� 9s x �-` T u.s, so. $0.00 tl 1 rli,�_ s ,. ',}+�,• !
;
� - � ze '• i� `� i}.)) �s ` \ '�� iri.ili ill ill _ _ F.^ + ,
a ¢ i R w ♦ '!` a/+le W 8 R S A x nrt '� sy
e.oa was- 8 O ' iC 3@ fi s It $ x L
EX 10' DRAIN E EASE•lENT' /a■a■ Z \\o' Y� SSSIII t►
c�� f ill so.aa sa oo ~ 3 C.
s•.o• �177
• '` W
rm
ILIA
}0
iC Q I
` W ':J
y` 7 �. L. •. • i Will ill ill o
1� - - At { �� G�• a`` ��a �' WW W Wale W II CY f _ •�
•' a ° 8 `� •I : • . e •Ie 1 il€ ili ili iH rev
ICI • i 1 0 )}.s1 112 s1. r• ra aiwla re W W re W W W �J
113iC ill ili iC ili i� �t lxa
} Wale W a■W W _
S M
00 `��}p 1 ili ili i@ ili ill ilt ill !l tlt
�� W
h ° o ✓ ! ©
11 • }} • ili ili ill ili i8 O iliili ili,' kC Ar
o a, 2s.s.-
II •�j W W a4a4 W a4Ys W a4e4 W alaW W WW W aYW ;� :�� r -
. ��' � � d �e ,� 1ifJ � i6 s 1k a• ��..y�.�s 3
til '•. r�`,+ � . �,> o ° `fir li � � ° a }y.N � \ 110 � �� ��yt7 d�.."f ;S _ .., s J
.. � •, � ° / V,,s Y$ t � ,r ` r� 1 fY .� 1...' • •,ICI
7•. C�" , _CC "- h,� 10q as f {"t 171M,t y •,.7,
fit 4p,
lip F • a�
117 w
21.36-
ill ilt ill ` a■ale �' �, /6�
7 .+Jo r _ Wale Wes` �9S •� �• f1~0.921 cG 00
�+ �� �a--� - W� Wale � 'p• ? W `a� - - IK 1 •F / - '� r:r • � If• i +� ]�. s N: • .%
y r r= r
s. • r s 'p' 41 I ■ r
ati ! �• - V7k? l !l ilt �O rp os <5 ♦g •r' .1_6 .
• r i + ak a 0GA YS - ~ . • .yf r _ r
103
102
4 Y B � O , •,100 101 �:� s�rA { / �,k - d 4-, - �.•'. : '� f-. ,.
}.�- ili ill ils ili iC � .fl \�- i. .� •� � .y,., :� , v
. ,� � a■W W WW W a■W W W W WW 'ia `�• ..\'�-• � �'r: Y -
ili III it ill ill ill ill A 2 22 '. -PIP
� `ry"'�• � �• �' ■�'"
- - WW. W WW. W WW W WW. W WW: W WW: W WW. W •f� j,
1' tt j' ,r•r - � WW W W WW W WW W YtW W WaY W WW W a4a4 W Ni A • -"\ a. R ,;•�'� f' r� •�; '�.
+tS "`aayye�.+l•�� a' - -` 8i 31i ill�� ili ilt !i ili iE ill ilE iYr ili ili ill ili ifE a�itl E \ w� _
'•.� AL.S , .'� BLOCK RETAINING a!•1� W a■W W a■.W W Wale W a■W W a■W W aleW W a■W W a■W W a■.W W a■.W W Wale W a■W aae \ - _ - - ii*r - •>� �.
OVER LINE •► ili ili ili 1 A A A A A ili A At I A 1 2 A A At At ili A it 31i 3E 3C
��-y'` ' .* � . ` A . W T `� � W alalleal W,YW Walaleal a■.YaY Wa1 aYaYa1 W,YaleaY aY�leaY.Ya�YYa 4a4aleal W�4W Wa1 Wa1 W.Ys�1sW alaleal aY.Ye�1aW W W W aleYs W ,4 Yeale+■ ,Ye/k\ ,# . .s• i m.
■y. 1 alt ale alt �It alt alt. alt ale �t Ye als iIt alt ale alt alt alt ��alt alt ale ale ale i/ • ` , �• Y f r - '16.y j f �`r. y • W WW W Wak al{. W.Ye W Wals W Wak W WW W W.Ye W W.,k W •ale.Ye W W.Ye W W.Ys W W 006��� iR► _ J .._ ' , may• _ _ _ _ _ _ _ •� - ..
' If ill il€ ill !l ill !l $t ill ili !i ill ili ill iC ili ilt ill ili \ 1
�e :� W WYa ale W a■W ale Wa■ Ala WW W WW W Wale W Wa■ W II . i�. �� � ) t• 7�r
ili . ili iC glib 2* 221 *2 \ e ••er" r'
WW W War W a■W W WW W AeW W /. Si _ M1
22 ill i8 i8 ill ili ill \ \ r �•.; SSS
(r R _ Y ✓////rii %� X,) DRAINAGES EASEIAENT
P'
AVA47
- A i .i fir• I ,t ; -
T �lAar.+ r�
fir. � � - .. .r. = r, ti:, � 'rr ; • • _ '� � , �- � „r.
,�, ` ��l'� r. ,Ij'�_ r' r • Wes, ,.�, ._ �;� � .�'; f. •:�'..'S�"..
i r. •{ . fI� yea - a . - rTr, - a r _ ?` y L. • i .
.'r• + :� -- y Cr _ _i + . •' ' ' r}-'.l. ,' }. - - - y . ° r Y F _�. T '� f r ry.t .3',Y;.
..■ '. r - �. '.* %' +s l+ T w �� •� ��s"l -t- fir-• ��'R`�4r "� v t . r •:� 'a.d• '�'` -� a• {I' y�7 . � �:F
low
�y�
F . r ixw / r' .. L _ ,f z
anti .. .. jr,_ .' c "w -:
R
I' r _� ••'''. +T f' re 1 +.i�A'�' , rJ`' yY •ir t r, R'!• r� . •��'' g sr i''•'- a '
z-J•' :.•�
- Sir.."'-{ "�f. ''yr r a r
_ - - � - •�•+' i•`3l l � �. iH�-S; i �yh .0 YI; . R`Oi S•} - Sf��� -
R L W . _ � 1 ` I. � r x r a 4`�. '�, � S. V •� •.1 rT j�. �yp�I. - .I 'F ���r
F Ali"' jai ! d ro
Jiv
.. r� -�,.� � � I.a '+ �1; � + �y; s�'r t � � � r. .',F� _. •1`r -+ _ ' .�(•., 1 ,�, 1y4�.� :S{r`• A � '�'r � �• ,
'y 4� `! .. 1'1' L 1{'J�.K ,,:'TJ _ , l• I �! k v� - a ,w• ~r
,,, 'r. g�T I +.ggam• • ri". ,�". '.•�' - -
r - ►►' • ' .. �, ;+f4 ;i� f is • '+ , .a�y .�� c T' - � E.;�, • *. •T r F}r. �h� 1'' ,� '�` e�S
J.
• ^�,. ,,C. � * , �i,'. •, I `�i��'Ce4 Is�' ' �. ..,�� :y; � 1 •i+. � .}y �. R ' � } "•Y!VJ ? '�••'a,.w '
R 4- �•
/
'.ti. ~ i r I � � _- � r T S# • �,�•Y►�: :a+ r • ��.''' 4 �' - i Y� r i L� , i
A� ii l �•a�l,�, •- •1�
u .�•. _ I ` • �� �.r �, •fir'. - ;.' � � .J``• • �,+ �r� ,.���� a •�, r •�` +. •�
r f S •"'+"L•;"w` 8 a i .. ?:" �` " ' +_ $1
r � 'Ci.i'a:3✓!:•�\f --- I{•I, �;. � � • • / � � ,7 � 4- � . ASS.: � _ . ��• � \• r. •,e � y_ .r (F t ,Y[•. /�r • �� � _
J
1ylfr
w
r
.r
'
-
S -
l
n 1
-- -- � MARSH `
F'
- _- - & WATER
LINE .., v; .... .. ,
.. ilt ilt tl 'i � , 3
v
llw.. _ -� .......... ....... ...,. HIGH LAND• - INE
I
: •
MAFFS H• . • a .. WATE ara■ . '- / - r; i .0
.. ........ _ .. ..... .. ISLAND + - & r;
i, ............./..... .......... ......,.. .. H
r
I
I R.
M r0Ciir .!' " '"�. 2-...yC . �. 4AL`1fl EiN -I ,4ND - ,,, /' .e,■ ale ae,le a■ T • I \ "`a` l r' '� 'y • ' _ - '. �'-i . _
= i it 316 iC ilt ilE !i ili 31l ill I i i y 4 : ti+ d
1 - . yf, �i "+ - . �jr -�`,' , 1 i. • . ,,, - __ aY Waale_ ale Wale aY a4ale aY aMYe aleiale- I - � 1
_MA
.. Z•?�' / ter- ... .... : �', - +•.-.-.-:. - .. '� a■a�r I i4` '.r'C -
R E
i
I-
9 i4` i� ili iC iti iC ili ili i� ili V ili il€ � 3¢ � � .
A �. - r 31Effi- - f
IS _ H � Y 3 NO
T W Alt
A � � W W WW. W W W aYYr aY � Yta4 W YUY a4
O a41i ar W rem•-":-:-:':-
\ a'e
'� ie E i1F i! ilt �ili Ri
ilE • ili ilE !t �
�iq• . •..�S-�• -� - • .�'
s c � a .,'4'-• •'•, - is ilt ili >f; tl ;� ili 38 0 W is •i' �' � s• '�'
- - �'- ' _ � '.era ie alp:: ..■ale •<•
'� - .i �i ilt 31� ilt ili /fit `,-.-.• �� tli ilt 38
a . �e.-:--'.9, `,C, '%` Mf -�, W Wale •� 1918
�.,_ 8 - ` \-• -ru r • - • \ .31L, ,1 I 51 �I ' 20 .� '7 {• A . .� .f r ��• • ele W ru r W..al6r W ur a�a� 53 52 50 ne • �,, +
Al
67 . r wr� '� , 8i iC 81` �I ar . /55 5h f ,u'f• I J■".^ , tl . r4: !' • ^ �' - : rf, �+ -
68 66 W / _ �, , nisi W Lr ' � • � • e N _ a'e woo s.,41.93
00
a 0' ♦ \\ iif ilf ill• 31..- .,w •}A• �, tl ' }•.o• .
ei'� „ 64 �p \ / w „l �.le_ale yule W _ '` . `./� k Jk
1 •� 63 . \ -• .� r ,j ' }.6 1a.a0 ra.aD ra.aD •, o•
\•}.s,1.o,� sz - �` ac- sf+}� Ali" tl 10.61� `� W
LAMA F. A OR n.•. s.• r so •s i `/ ; W ;. _ ,f..i- , y •":j£h
b_ 53 57 L ��'` �- - _ / `'Fi is tn
r ,.•. r.! ..:r 5 ` r i.
a4� I IB ssa s •r 56 n, n.ao n.a• • a}S..,e• ,I, y` 431i �i �k`u ���k % c��'� f' �' y r.
•a' �, �' Wale ai. ,le WW I ,x,.�, a3 , P: • - I "
u.Jl 45 L7 48 �y 49 I0 m5 zt\\/ : 14 4, 1• �3f: •i '.rY
�/ �s�!��� '`/�k ��J 0. •a I,a.rr a' s �� i�i i�i 3� . \ R '• G � '�..�•, ff��,, �•rr-i' �y,+� 'i
9 '• �'•� rU.1) a'� �. W ,j 'j '$ WW�r 211,." a• \a n 120.00 w N _ . '' :•'.
I� i+, ` i?.als ,�k1 aeW W W - a■W 'j W � W aleW \ 8 3 8 � �..}:, ,+i� � " -Y ��• � �,
r. �•
i � � ? �•aa o.o Y W iC - � ili ili 4; z \ �1 R i i I V.
K
/ �� ` rn _? J 7ii 1•.Si� ` ` ale y Wi�':1 S ,mil 120.000 L
15 W 33 W a■W \\ lil�_J 8 .z 8 .1 {� il. • 11. _ 1 •.i '�1. ..t. ql 4i
P .ARafetef� n.ao n.ao ,os. ss.o 34
it• ilt Y R f± �� r
i :s +T` -,r.% - -•s sn 32
f ile` �i �i ea.•1 120.00 ,n - �. •i .; 'k. .( a e. i,
/ 2(� �,. :J•.rtTAT2Sti- .' , 77 s s 12•.)7 W WW W Q a! +1 r ■O1aM. r •f, 8 '8 ./ /i Lr.
44 ill iei ilt'II $t ili �C 23
t .VA�NM=RDAA•�.' ale Y/ `'l 'r'� •, : ieW W WW W WW WW /p• f .'i��r'..' ; �kr ..;
+b R 31f ili ili � ili 120.00- •'t .
.� j. W Wa. ® �• a .•:. po
12•.40 _ y �. 31 aY,la If% 4! s , r - _'� •%. - - •� j`�.1'
i �' - �' .. •:� - • 8 ilt� �i 1a.oa •8 r . 3 ili WiIE Ike ili ili tli ilia"n` .its ffi ilt ili {a za 8 t+;
r y . . s` • .:• _ '. vl \ Aso.leiftl i . A 78 S R 3' • F r. - J , r
W W a■W W WW W
t€i tli ,m.ao
`- 12•.00 W WW. W a■a■ ale WW W t aleYa ala ,'t4' -
r - / • s •8 ilt iC ill_ilt 3C / • ilt ilt 2s .y 8 9 S - `r
`F 86 ,}}!.n S 8 4L R W O ill ili i8 ill W x �i� i8 s sn \ .. r '--+ ?"_ �; .. , aF . -r }• r • * �` ,-
s ili ili 2., •tl''2s s: 8 120.00
$ s 8 j •K
.Jt - _ e �,`F 87 ' ab b • ? X s s" 'o•aa 30.00 ra reW Wale W tp s R R j . r ` • 4 - -
i S...- _ z !t ili © ili �t ili as „ \ t
83 �W f33 73� - 11 ,a1 .' , a, C aleW W • �WW ale •.'1J ` `$ ,m.aa r' , - x. y1' -' +•�
i W a2 $ s w 0 ` ili fie.� 3Yl • 8 f: r
'
sy }.eo��` )00p `' $ 39 X ? • y.1r V , Wale W ,tlf;P R R - i� F .�'
r r p bys 28
i r� 00 5l.ps 00 �•Jl,36
x•oo • � � i W © s ,35 3 alaW = s x ;[D (j
'w 4t, ■W W s° °° x oa s $0.00 I y •>:.w �-- .. r ,,r,
` so.rr }
x
Y W 3 X 9a 'a.aa N r- l0.0a 70.00y� f� 9s x �-` T u.s, so. $0.00 tl 1 rli,�_ s ,. ',}+�,• !
;
� - � ze '• i� `� i}.)) �s ` \ '�� iri.ili ill ill _ _ F.^ + ,
a ¢ i R w ♦ '!` a/+le W 8 R S A x nrt '� sy
e.oa was- 8 O ' iC 3@ fi s It $ x L
EX 10' DRAIN E EASE•lENT' /a■a■ Z \\o' Y� SSSIII t►
c�� f ill so.aa sa oo ~ 3 C.
s•.o• �177
• '` W
rm
ILIA
}0
iC Q I
` W ':J
y` 7 �. L. •. • i Will ill ill o
1� - - At { �� G�• a`` ��a �' WW W Wale W II CY f _ •�
•' a ° 8 `� •I : • . e •Ie 1 il€ ili ili iH rev
ICI • i 1 0 )}.s1 112 s1. r• ra aiwla re W W re W W W �J
113iC ill ili iC ili i� �t lxa
} Wale W a■W W _
S M
00 `��}p 1 ili ili i@ ili ill ilt ill !l tlt
�� W
h ° o ✓ ! ©
11 • }} • ili ili ill ili i8 O iliili ili,' kC Ar
o a, 2s.s.-
II •�j W W a4a4 W a4Ys W a4e4 W alaW W WW W aYW ;� :�� r -
. ��' � � d �e ,� 1ifJ � i6 s 1k a• ��..y�.�s 3
til '•. r�`,+ � . �,> o ° `fir li � � ° a }y.N � \ 110 � �� ��yt7 d�.."f ;S _ .., s J
.. � •, � ° / V,,s Y$ t � ,r ` r� 1 fY .� 1...' • •,ICI
7•. C�" , _CC "- h,� 10q as f {"t 171M,t y •,.7,
fit 4p,
lip F • a�
117 w
21.36-
ill ilt ill ` a■ale �' �, /6�
7 .+Jo r _ Wale Wes` �9S •� �• f1~0.921 cG 00
�+ �� �a--� - W� Wale � 'p• ? W `a� - - IK 1 •F / - '� r:r • � If• i +� ]�. s N: • .%
y r r= r
s. • r s 'p' 41 I ■ r
ati ! �• - V7k? l !l ilt �O rp os <5 ♦g •r' .1_6 .
• r i + ak a 0GA YS - ~ . • .yf r _ r
103
102
4 Y B � O , •,100 101 �:� s�rA { / �,k - d 4-, - �.•'. : '� f-. ,.
}.�- ili ill ils ili iC � .fl \�- i. .� •� � .y,., :� , v
. ,� � a■W W WW W a■W W W W WW 'ia `�• ..\'�-• � �'r: Y -
ili III it ill ill ill ill A 2 22 '. -PIP
� `ry"'�• � �• �' ■�'"
- - WW. W WW. W WW W WW. W WW: W WW: W WW. W •f� j,
1' tt j' ,r•r - � WW W W WW W WW W YtW W WaY W WW W a4a4 W Ni A • -"\ a. R ,;•�'� f' r� •�; '�.
+tS "`aayye�.+l•�� a' - -` 8i 31i ill�� ili ilt !i ili iE ill ilE iYr ili ili ill ili ifE a�itl E \ w� _
'•.� AL.S , .'� BLOCK RETAINING a!•1� W a■W W a■.W W Wale W a■W W a■W W aleW W a■W W a■W W a■.W W a■.W W Wale W a■W aae \ - _ - - ii*r - •>� �.
OVER LINE •► ili ili ili 1 A A A A A ili A At I A 1 2 A A At At ili A it 31i 3E 3C
��-y'` ' .* � . ` A . W T `� � W alalleal W,YW Walaleal a■.YaY Wa1 aYaYa1 W,YaleaY aY�leaY.Ya�YYa 4a4aleal W�4W Wa1 Wa1 W.Ys�1sW alaleal aY.Ye�1aW W W W aleYs W ,4 Yeale+■ ,Ye/k\ ,# . .s• i m.
■y. 1 alt ale alt �It alt alt. alt ale �t Ye als iIt alt ale alt alt alt ��alt alt ale ale ale i/ • ` , �• Y f r - '16.y j f �`r. y • W WW W Wak al{. W.Ye W Wals W Wak W WW W W.Ye W W.,k W •ale.Ye W W.Ye W W.Ys W W 006��� iR► _ J .._ ' , may• _ _ _ _ _ _ _ •� - ..
' If ill il€ ill !l ill !l $t ill ili !i ill ili ill iC ili ilt ill ili \ 1
�e :� W WYa ale W a■W ale Wa■ Ala WW W WW W Wale W Wa■ W II . i�. �� � ) t• 7�r
ili . ili iC glib 2* 221 *2 \ e ••er" r'
WW W War W a■W W WW W AeW W /. Si _ M1
22 ill i8 i8 ill ili ill \ \ r �•.; SSS
(r R _ Y ✓////rii %� X,) DRAINAGES EASEIAENT
P'
AVA47
- A i .i fir• I ,t ; -
T �lAar.+ r�
fir. � � - .. .r. = r, ti:, � 'rr ; • • _ '� � , �- � „r.
,�, ` ��l'� r. ,Ij'�_ r' r • Wes, ,.�, ._ �;� � .�'; f. •:�'..'S�"..
i r. •{ . fI� yea - a . - rTr, - a r _ ?` y L. • i .
.'r• + :� -- y Cr _ _i + . •' ' ' r}-'.l. ,' }. - - - y . ° r Y F _�. T '� f r ry.t .3',Y;.
..■ '. r - �. '.* %' +s l+ T w �� •� ��s"l -t- fir-• ��'R`�4r "� v t . r •:� 'a.d• '�'` -� a• {I' y�7 . � �:F
low
�y�
F . r ixw / r' .. L _ ,f z
anti .. .. jr,_ .' c "w -:

1,Q 4 etiyLti° ( J
�-Cn � r BLUEWATER COVE �� p�� AQ$ ` ,
Jy eST FIRETOWER RD. M.6.29, PG.706 1 �' \
M.B.�C�PG.23 ��'� ��r18\ 017 ' l�-� , � �P�J 'N 07'3fi863' .\ti
���. °� Raymond s Gut I
m c, •� 1 \ )(20 1 � J t�LUEw R cavE r -
. - r rr''77 `
9�{y� - t•r�: F`� COMMON AREA & ! C� J + ! J ' N 78'47'58"E - M.8.3g �� 705 �- � \
I J 0' 23 4 J
.. • ~'` r■-S�. WATER ACCESS J 48.00' J J
�1s.9a' - ,`� F Sao ❑�'�--`- 1 .� J r--
EE 9 �
WHIRfVE�Al4 `��i'I.� m NOT TO SCALE 1.36'5$"E :�� „a
Vicinity �� TRAVERSE REF �� MARSH WATER LINE - I �,_-�/�• ,•'�9 �y� ` fy 29.47�58���� -r• �•r.� . S 49�27'02"E~\ , r�G
_ HIGH LAND V r _ �� ~N�� r .`r •� ' ` �� + 1 113)
10 ( \ i l l
•. �.1..' ~�r +MAR~r & WA -�• � �"9 S8"EJl J ' l I
1 ISLAND S� N 6$'47 58" , 5
•'r' f R� MARSH •,"_ _ r 'L. ♦ � s 9$ �-
,:-�.// as / . MA SH & I AN[7 - . . . �. _ _ _ _ �. 1 17.D0' �„ 160.7( l ~ '3� 1 l"E N 43.07� 5s" E ❑ \
TtA� C; � 58.E►r L .:i �' • 1 _.. LIlVL •1•- _ „_ -� (• ISLAND +.�.• �' .•+, _- 0� 1 Z�"� s8' ` .07:t o}
N. �•'�+ k _ _ _ 1 -_ =;- �. - ' 6' g a0 404 WE sc ,,., _ Qd ::::_ N 4 2'58"E 33 NAl
7 6. 00
_+..+- y �, ♦ r ti F� 12.74 x - 404 �ET ND - -
- - �' •� _ r• a POND r• �: '� F x. 5 \\ h'•-r •r-�'f r % �• •' ti y/• •;p 1 _ •�• /.. Vr,. + a., AREA ,r - ►"• I �� ��. ��, _ _ •lu ��•'' •\.x;r A .�
•� - %6. •, .o .x\ I •� l 1 \ " %• •r 1 �G' 's<+ I �� • ' i8 17
' '�. �' '. �• - 1�A725H & 'LI
' \ .. ' , -.. ► " r 1 1, ■3 ` �' 3� 8UF •� . , . A •j 1 / l 52 5� y , to ' 20
1 \\
.. \ ... .15, AEC I , , D. r•�'� ..r . .. '.�. FER ] 54 53^ F \ IX►INaC 50 so oXa�X.¢E
■� • �, \� 66 67 66 + , •,``` `. - , �. .,�' 1 1 " • I �55 i ` -
65 VIP• \ 1 �n
IbI
■ �G .. , 63 Jr v�/
64
62 '♦ �' •`.', .�„� �� : ti SAG HARBOR CIRLCE
Q' \ �• I _f _ -�• _ ---- - - - -}-- - - - - ----- - - -- ,
15
- 1 - 57
/�ti 5� ♦ .\` _ _. i �-
/� �� fi 1 TS _ E+LSE+1EH ERSEI�4XXT � , , \ ,`f /• 1 '0 oo SILVER CREEK
■��y I I 13 ? _ - 21 l �PHASE IV, SECTION I
■ �+ 1 / 1- _ r t 47 48 49 ¢ r �+ \ M_8.24, P0.1 28
ORNAMENTAL f 14 l
v �� ■' ■ �• 21� 1 70 .� ` _ �' I i _ \\ - POND
0.- -� - 1 I
73 ~ I ❑ 22 j �E+1
�; , 7fi ,� 33
E fSEYEH7 �\ \
} 1 -- - -- 45 W. �� � _ � � ry
�fyr ■■ �� '' ■ 1 •7y T , E,�55EAEiN7XFGE , O �m ., ;• .,,/. Y� /. ... i 12 �\ � V J
�' �=�- _- - , ef• 34 �• _
32 I \
? r�
44
r �� p` 'MARel .. ` ORNAMENTAL .� [n 3. 3fF.' ���-
�■ (1�24. ' 1/-'�1 84 \ POND P r i 0e J� sou r_ 31 �+ , 'pj y
I
12.82'Tfl NI�wL . °`�� r1.. u� �.• 24 .s 10 4
1'w 337.s8. � 43 Alf �'. l
" % \ i J 404 WETLANDS 1 w 1 9
ra 1 a
` , j� �.u. 9� a SEPTIC AREA
SITE DATA 25 \
BONNIE T. HAMBY & " 86 83 f q2 a..� 30 I \
Y JEFFREY W. TRLICKNER `,lye;
TOTAL TRACT AREA 81.052 AC (3,530,622.56 SF) FIB, 1001, PG.273 - 7 l 82 ,� 26 3 I
TRACT ABOVE NORMAL HIGH WATER - 76.097 AC (3.314.771.00 SF) S ! g7 �i- S1 M jz j \ , I 8
.ic.�9e.::e �.t w
COASTAL MARSH ABOVE NHW - 1.207 AC (52.579.05 SF) ��f 80 ± - 1
I
TOTAL SW PROJECT AREA = 74.89 AC (3.262. 191 .95 SF) �• es 79 27 1 1
S � 41 � ,,' � _ , I 7 N 41'21'56"E 200.00'
F'a 40 39 i ';.
NUMBER OF SINGLE FAMILY LOTS = 118 LOTS d6w� 89 38 �! I 1 w
NUMBER OF TOWNHOUSES = 35 UNITS LOT BUA �� 37 35 i 28 } ` g
f rn
( INCLUDES BUNGALOWS) 90 _ 36 I I 6 1n 1 4 s~i p
TOTAL RESIDENTIAL UNITS
= 153 UNITS
NUMBER OF BOAT SLIPS
= 29 SLIPS (OPEN
WATER)
STORMWATER
& CAMA
DATA
TOTAL TRACT AREA = 81,052 AC
(3,530.622.56 SF)
TRACT ABOVE NORMAL HIGH WATER
= 75.097 AC (3.314.771.00
SF)
COASTAL MARSH ABOVE NHW = 1.207 AC (52.579.05 SF)
TOTAL SW PROJECT AREA = 74.89
AC (3.262.191.95
SF)
AREA 1N 75' AEC = 237,070 SF
30% ALLOWABLE BUA = 71.121 SF
PROPOSED BUA INITIAL DEVELOPMENT
= 3,459
SF
75'AEC MAX PROPOSED BUA FOR LOTS 50-68 = 41-833
SF
75'AEC TOTAL PROPOSED BUR
= 45,292
SF
75'AEC % PROPOSED BUA
= 19.1%
EX. BUILT UPON AREA = 332,600
SF
LOW DENSITY PROJECT AREA = 2.929-591.95
SF
12% BUILT UPON AREA = 351,551
SF
TOTAL ALLOWABLE BUA = 684,151
SF
RECEIVING STREAM = HAMPTON BAY
CLASS = SA;HOW
STREAM INDEX = 20-27
PROPOSED BUILT UPON AREAS [BUA]
STREETS/PARKING LOTS
= 248.014 SF
SIDEWALKS
= 2.160 SF
TOWNHOMES
SOUTHSIDE SOUTH HAMPTON RD
DRIVEWAYS
= 5.000 SF
UNITS (12 @ 1,075 SF)
= 12.900 SF
NORTHSIDE SOUTH HAMPTON RD
DRIVEWAYS
- 3.400 SF
UNITS (8 @ 1.075 SF)
- 8,600 SF
VILLAGE TOWNES LOOP
DRIVEWAYS
= 3,400 SF
UNITS (8 @ 1.075 SF)
= 8.600 SF
SUBTOTAL TOWNHOMES
= 41.900 SF
POTENTIAL AMENITIES
= 43.204 SF
RESIDENTIAL LOT SUA = 341.800 SF
0 29 I I \ \ + 1 CG/C]
' �. SE[yRIrT �a<rESm
91
S t 93 1 1-_-fir MONTAUK DA
+,.C1� g� 95 - a 1 m _ _ - 1 ,24 D.5 W•�_
`
r
WALNUT PLACE EYTENSION l
M.B.31, PG. S94 528 p� 81.72'�� - -�_ _ - - l R �'a 15 •O7r 4:`r + 1 \' i ,�
EX 10' DRAIN GE EASEMENT S,:43.48'54"w r _ �0� 4' S 51 T 7'32.,w T04.22' R i 0
5
R14' ft �1Q•�� g� 5 1$ ' 1 w ' let c~n
' N.C. GRID COORDINATES i ,'b� S 42'34'03"yy E%. ,:.�P;'31'27'W O w
N= 360,765.71 FEET �h'� JX SM 9 �'y I
J (21 J ' 20 E= 2,570,371.46 FEET 22 LP
I % SILVER CREEK PHASE V & VI ASSOCIATION, INC, � . �� �yy. W
rn
q o,,
SILVER CREEK PLANTATIOND.B.605, PG.287 N 88'07' 16"W 1 ti G' I
_Iz } ti
PHASE IV, ONjj _. _
SECTION 1I � ' � � c�4 47.7fi'
M'B.25, PG,36 J '` o SILVER CREEK PHASE N 30.27'31 "E ! En I
1 0 19"E 445.16' i 54.98' N 1 O.`A ti
ry N 35'06' A, �- V & VI ASSOCIATION, INC.;: t I
POTENTIAL AMENITY LEGEND 1� `:����� �� b) D.B.606, PG.287 3,� 4 - xalc \ E�
5a I 112 x s LA
113
I - - - - - 7-i-r- I 49.10'
N 57'05'28"W fi ' �e. .�� 2. ,�, ?;1. ar.,.
7. let
Q \ -� , ✓ / % , ` / / ./ ,� f 1 14 ' 404 ...WETLANDS 4z lopr�, 1
I 111�_
31'0833 _ 110 p '
a, \�
f 109 y N.C. GRID COORDINATE
\� N= 36 1,955.54 FEE
r17
❑ f - _ 115 �9J 0� \ E= 2,571,577.66 FE
l 116 1�� 107 J J
C ` ` 117
�r;o (16
m f l l�{�y 118 r� is o)
FUTURE MISCELLANEOUS = 7.073 SFa Q q T _ �� �' `Ot, 105
TOTAL BUA = 684. 151 SF FF
:-► - - ,- ti ] _^ �-
r • .. ���� --�_ �_ :a� a-d-, �.�-�-- �oa,• r
104
(D 103 ,
r#{,•a��,°�'
�REVISIONS: 112\� i°�`4No. BY DATE
. Gr9!6N TES l23
\ 2 GYT 10117123
1. BOUNDARY. "' r'�~~ _.� �- �. •• � � � - ? 1$ ;,
WETLANDS AND TOPOGRAPHIC FEATURES TAKEN FROM PRELIMINARY SURVEY PREPARED BY JOHN A. ODOM OF"�• r �. 6 3 GYT 012312
PRESTIGE LAND SURVEYING. TITLED BOUNDARY 8 TOPOGRAPHIC SURVEY FOR DIRT TO DREAMS. LLC. DATED 10/25/2021. ��-"'' 1 �-:-�' t.i 4�100
NORMAL HIGH WATER LINE CALLS BETWEEN "A" AND "B" NOT SHOWN FOR CLARITY ON THESE PLANS BUT HAS BEEN SURVEYED. •s ❑ , 4
2. WETLANDS LINE FLAGGED BY GENE YOUNG OF APPLIED RESOURCE MANAGEMENT AND VERIFIED BY THOMAS CHARLES OF USACOE. 'r• I r� pb` .a. ...
3. FLOOD ZONES ON SITE ARE ZONE AE (8) AND ZONE X . PER FIRM PANEL 372536600J . 7-16-2003. I (1 �] 4 l ❑ ,
4. TOTAL AREA TO NORMAL HIGH WATER LINE= 76.253 ACRES, TOTAL AREA TO TRAVERSE REFERENCE LINE= 61.053 ACRES ■ I "� ems•" '"E"� ��` = '`` lii S
LOT #
BUA SF
LOT #
BUA SF
LOT #
HUA SF
1
2200
41
2700
81
2700
2
2200
42
2700
82
2700
3
2200
43
2700
83
2700
4
2200
44
2700
84
2700
5
2200
45
2700
85
2700
6
2700
46
2700
86
2700
7
2200
47
2700
87
2700
8
2200
48
3000
88
2700
9
2200
49
3000
89
2700
10
2200
50
4450
90
2700
11
2200
51
4450
91
2700
12
2200
52
4450
92
2700
13
2200
53
4450
93
R700
14
2700
54
4450
94
2700
15
2700
55
3500
95
2700
16
4150
56
4450
96
2700
17
2700
57
4450
97
2200
18
2700
58
4450
98
2200
19
2700
59
4450
99
2200
20
2700
60
4450
100
2700
21
2700
61
3350
101
2700
22
2700
62
4450
102
2700
23
2700
63
4450
103
2700
24
2700
64
4450
104
2700
25
2700
65
4450
105
4150
26
2700
66
4450
106
2700
27
2700
67
4450
107
2700
28
2700
68
4450
108
2700
29
2700
69
2700
109
2700
30
2700
70
2700
110
2700
31
2700
71
2700
111
2700
32
2700
72
2700
112
2700
33
2700
73
2700
113
2200
34
2700
74
2700
114
2200
35
2200
75
2700
115
2200
36
2200
76
2700
116
2200
37
2700
77
2700
117
2200
38
2700
78
2700
1i8
2200
39
2700
79
2700
40
2700
80
2700
POTENTIAL AMENITY
BUA (SF)
1
MAIL K1DSK
505
2
GATE ENTRY/EXIT
200
3
PICKLEBALL COURTS
5400
4
UNISEX RESTROOM/STORAGE
150
5
TENNIS COURT
7200
6
PERVIOUS WALKING TRAILS I#57 STONE/FABRIC
(47812)
7
BOAT/TRAILER STORAGE (#57 STONE/FABRIC)
(61743)
8
DOG RUN
0
9
BOCCI BALL
2500
10
SANDY BEACH
0
GAZEBO/MARSH WALK DOCK
0
11
BOAT RAMP/KAYAK LAUNCH
2150
12
BOAT LIFT SLIPS/PIER
0
13
BEACH VOLLEYBALL
0
14
PUTTING GREEN
0
15
SHUFFLEBOARD
520
16
CLUBHOUSE/POOL FACILITY
13000
17
BUNGALOWS INCLUDING PARKING
10000
18
DOG WASH/DOG PARK
168
19
GAZEBO
144
20
Fann TRUCK PARKING PAD
1267
DESCRIPTION
REV (116 LOTS)
f REV (118 LOTS)
INCLUDING MARSH AND WETLANDS. ( ALL AREAS BY COORDINATE COMPUTATION). ��` SHEET C2 J` x � I+I; , COMPOSITE SITE PLAN (PRELIMINARY ._. PLAN)
Jeslr_ -e._ deS 1 _ -/[ It --I- _31 _L. _ �J. U 1c �k i�._� sJ, 76k-1• -,WETLAND
t. _L-. �i1k -4, al�aSc A - �4._c �6 r k 4 4" .'� -6- ti-. AA if sk3k � s� aim
r � BLOCK RETAININ _ - s, r �
LEGEND - - - I WALL 0 _ LIN ` � > . , , .
X :ies4 vi•x. L• _rsv� 1i,• ss:�s• w d-� sV jc-r� �r 'W* 1t ak Lo Die -its -1 - y . •]� ab ,' i +. �?
AC - ACRE LF - LINEAR FEET EXISTING CONTOUR gI �'� � x t u 404 WETLANi]5
AEC - AREA OF MAX - MAXIMUM-7-
PROPOSED -T•• ,,: �x � 3kw ,a ::R* � OA* ter. sl. � sley ire .- f
C❑NTOUR ON THE W H 17 E o A.K.
ENVIRONMENTAL CONCERN MBL - MINIMUM BUILDING LIME g ��k ,k k e _k _:..� ,k ,�,, ,E ae,k ,� y,
BUA - BUILT UPON AREA MH - MANHOLE -LD- LAND ❑ I5TUR6ANCE LIMITS
f t. , �,\
CF - CUBIC FEET MIN - MINIMUM ., •�'k+� I �j F2EFIIVED LIVING. COASTAL LIFE.
-SF- SILT FENCE Jl
CL - CENTERLINE N/F - NOW OR FORMERLY .ti 19 s `' z' '` =` �''„ �, WHITE OAK TWSP. , CARTERET COUNTY, NORTH CAROL I NA
❑W - DRIVEWAY NHW - NORMAL HIGH WATER ® DRAINAGE EASEMENTS i \ s x,:. .• E- ,^I:1' h,gy
EL - ELEVATION NTS - NOT TO SCALE ® :f Ii�'" I Ki \ CL I ENT' D I RT2DREAMS � LLC DRAWN:
EIR - EX. IRON ROD ❑. C. - ON CENTER WETLANDS SHEET C4
EOP - EDGE OF PAVEMENT R _ RADIUS Q PROPOSED 57 STONE
N.C. GRID COORDINATES �' ; , ,i%/% � /11.:E?�:.DRAINAGE ' 1rA5E ENT.'.• S . , 7'32'05�'�� . • -�. �5 ��� �i �_ �' � ' -� GYT / R D C
ADDRESS: PO 80X 782 CHECKED:
EX EXISTING RCP REINFORCED CONCRETE PIPE � �FMT- 634.53' �� ` ,�-�.� 13E� �� l° p% ` SWANS80R❑. NC 28584
i \ I I1 �y❑❑ 1 PHONE: f 91 9 7 895-3901
FE - FINISHED ELEVATION R/W - RIGHT-OF-WAY `` r7 123%��rr��rr77 r'7-{ �y� �3 _ APPROVED'
FT - FEET SH - SHE£ {{ ��2y � GGI I 12 11 � ��V � Zt �
INV - INVERT SIR - SET IRON ROD p
HOW - HIGH QUALITY WATER TYP - TYPICAL % ll D THE CULLI P]HER GROUP P.A. R DC
SILVER CREEK PLANT4T * 'NEE V G SERVICES
KEY PLAN
1 Q 5fl 1DO 240 f j PHA�E II ,,p CUL�1p�\ __ENGINEERING SUR EYIN S R S DATE 15/2/2023
Plf- _ MOREHEAD CITY, N.C. 28557
SHEET C1 I M,a.22, Pc.�9 �� ,�■ � >.S�A HIGHWAY 24
PROJECT 2934�001 SCALE . - ❑0 - J� �i� 13 [phone] LICENSE NO. C-4482 SCALE
DESIGN FILE. 2934�-001/2934-001 AMPHITHEATER CONSTRUCTION.dgn - SCALE: 1 " = 1 00' RONALD D. CUIILIPHER, P.E.1 " = 1001

+-3.A6'
+-2.24 +_z.zB'
+_2.A9'
+-3.37' +_3,04
90'
+-2.99
.-2.93,
NHWL
+-2.iy
21'
L 404\,WE T LA
B' +_2.3' WHITE OAK RIVER WIDTHWATERWA9;�g5
APPROXIMATELY 3 U 5 0' ❑F-t -GASRTALEMARSH +D•21 I t
+_2.374 LANDWARD EXTENT
OF COASTAL MARSH 1 '
+w0.834 0 p9' +-0.47' .O.D6' uki
+_q.8fi
51' +-a.55'
«-2.a1' , +_t.0.a' +-1.21' +­o.t3'
+_2.88' 73' +-2.62' 42' B3`
' +-2. +-2, 17' +-1• +a.D7'
By' G 4 36 24 6
-p.07'+0.q9
BOAT LIFT TYP. -�
ED
cs7
+-2.67
,95'
+-2.94'
93,
-7.95' Q
0 s
n j
� N
+-2.93' _
n �
+max-a7'
t 2. gi 52, +-2.46
r_2.E8
,-z,95'
+-2, 94
DEPTH AT LOW WATER -3.0 T-
SHEET # CAMA 1
PROJECT #: PM2934'--001
DESIGN FILE #:PM2934'-001 Amphitheater CAMA Sheets.dgn
14
��-
�t•1
°�'
���
'� - -
�1
�� 1
I➢��WBi
111W1�
i�l
lill[IIIIEfIII�i1W
i_■I
1�1.
R`NI.
■
!
���
EMI
ICI
'�'��•
i�l�
1�1■!�1
_
!
!�1
I � �I
ICI
loll
IIVVILI
ill
ICI
-
i i i
ICI
lil�
ICI
momomm�m!
�I•lA
•o'i�il
ICI
I1Ll1Ll
10{�11il
IMF
-' IIII ■
.� • it•3
�i_1
IIII.�I:I
i_I�I�I
it•1
It�i
Illll9Rl
loll
IIII
I
1�
1�1�!
ill
it•1
it•1
�
I>�I
IllJJII
ICI
ICIIt•1�
ICI
ICI
1�1
It•1�
ittl
It•1
�
IWllL1111Q
�i�
imrmi
+-2.98
+-D.32•
r_0.45,
59• +-a.63' +-0.51'
41'
+-6.36
+-0.q13'
+ U 11S'
NOTE: SPOT ELEVATIONS AND CONTOURS 40.0
SHOWN ARE DEPTHS AT NORMAL LOW WATER.
m fly* o1�
H YDROGPH AC I C SURVEYING WAS PROVIDED nCD --i ���
U0
0
.—, Kim �iQ
BY LAN I ER SURVEYING COMPANY, BRENT z�m;� min
z
LAN IER, P.L. S 9/29/1 �1n N�
ire i
on i x
❑ Im �x ITn
Ix
m
z
A
EV 5.0
ELEV 2.0
EPT
A
HIGH
AT
R
,0
/-
1
IE PT
A-;
L
W
TE
0.
D
PTFl
AT
L❑
W
TER
-2
0
TLANOS
6'
DOCk OVER M4ASH
3'
BOTj7OM CLEARANCE
JOWAR EXTENT!!
COASA MARSfd
rr�,c
a`U+CM
i �j
m
+9.4
r
I r4.5A
404
�ETLANDS
'-6ANOWARO
�� • EXTENT
��,. O��OASTAL MARS
SIN, r
v-
t,
WA EXTENT
OF COASTAL.
5: a- U I
- i I v-
f
l _ L.
t. V I
V,
NAVD88
�N CAq
SEAL
= 13343
=moo - �NcrN�E2---•��
�I0110
�Mr_G1fl RT��i N.C. GDATUM 201 ��
REVISI❑NS:

• -�.` ..
W�•�
.�' NHW'
6' WALKWAY Aa'zA .•� LANDWARD EXTENT . WATERWARD TENT o w
--� OF � MARSH OF MARSH a z
z
o d
C N: /
GAZEBO 1 6' x1 6' i .,� 5° 1 7' 58 "E' 240.00' _______,- ..-- -- r�=f'---_____________________________..______-______-___________
W/ 1 ' ROOF OVERHANG cp- ---------------------- --- -..__- �- - �. --- _______
LINE -----
324 SF UNDER ROOF �� +- •1 TRAVERSE REFERENCE �` "--_---- ______
SEE B2 ATERWARD EXTENT ► _________
OF MARSH `� IV J MARSH NHW
`I
NHW .��►► .�•� 1-- 6 ' WALKWAY
f
- ..J �� ��- MARSH" SEE KAYAK LAUNCHING
LANDWARD E TF\NT '� r PAD DETAIL A2 1q• 0Q NHW/WATERWARD EXTENT
OF ARV I '?, r i B• Dp 14.0OF MARSH
•u �•� `. WATERWARD EXTENT BR
+
', •�: •� NHW ,_ OF MARSH W� �AxwAT
' `� •�` `I o I EXCLcp T CaC y $ ['CORD
6' WALKWAY [- a QY 1 WATEWATER A THE "CACpA y
MARSH R Rp Ty E 4 05
•` J.
► •,�• .1, - o = NORMAL H EEp fN
LANDWARD EDGE �0H
i~•�.,.. OF MARSH. -�
j• `---�. NHW MARSH
l
•�.- '- NHW LA a
KAYAK FLOATING LANDWAR NXTENT '�-� �
DOCK PILES. TYP. OF MARS
.'�•_•r• •~, [28
- 5
3❑ • PROPOSED ► PRQ
0 4' X1 6' BULKHEAD •' _ u L l(kEAQ PQSFD L
v GANG WAY DES NG .' ' RO TA I fVjN CA T j Q o ,.
pE��'l : '� '•� _ AP_PRQk G WALL n
LO
3 ► --'
A 6 A .�•-------•-------•_-_-----•—•---"---------------------
-*DECKING SELECTION NHW I.—•� r
► `� -� ` -�-
4 o BY OWNER, HOG SLATS ► '� PR
ARE PROPOSED ►� .�'- �� �°RQ �- �- B❑PQ��Q �.�•
FLOATING ► -
KAYAK DOCK ► r- ,' AP L �H�AD A 7' �- —`—, --� � ppR �E� �/� ��A T � QN � � •-
•PRQ 33E�A are ._.—._._._._._._. O.�.��il,�. �,
L .�.
-� •� F �A1G WALL
WAL - ._•f r
r.
-PR
LANDWARD EX� NT . '� •�•� '♦ ❑P0 �•
OF MASH '� ` . BUL kH �� a� r•
" " • 'PRO �, A PPR Q A DI Ef I ON
18 --8 PILE W/ 8 EMBEDMENT,TYP- ►► `� , 8[JLti H�A L QOA _._.-. �.`•---•_.- � , ����.�' � LNG
j--- 18' -8" PILE W/ 8" EMBEDMENT TYP. WATERWARD EXTENT ' . Q/R �� 75 AEC ------ _._._._._ ----- a L
FLOATING DOCK OF MARSH '► •� j� � r ------._._.--
NORMAL HIGH WATER ALL
3'+I- PILE GUIDE 2 ► v �� ► ,
NORMAL LOW WATERBOTTOM
po ► � ,� � �., •�,
PILE IN DOCK 0% 0 j
3,A Cn •�.
NHW
KAYAK LAU N C H PAD o
D ETAI L A2
SCALE: NOT TO SCALE C�
EL. 1.7 TOP OF BREAKWATER
6" ABOVE NORMAL HIGH WATER
EXISTING SUBSTRATE —
CANTILEVERED VINYL BREAKWATER,
SIZE AND EMBEDMENT DEPTH BY
STRUCTURAL ENGINEER
BOAT RAMP GROIN DETAIL
SCALE: NOT TO SCALE
SHEET # CAMA 2
PROJECT #: PM2934'--001
DESIGN FILE #:PM2934�-001 Amphitheater CAMA Sheets.dgn
TYP. I
8X8
W/ 8' EMBE
�A CA&
0� 7 -
Q SEAL r;
13343
p ❑
REVISIONS:

y�n
Y�
A
,qry
i.%
qpl
M1ry
/N,
>
E
A'�ry
p a"
-.
l
� � rya P•
P'
4 A.
P•sy aP'' :
A.
•A i• . •A �, A;` •A? A z
A•A'A P,' p� 1+7
4.
W -•1
cICnf
rn
tiC 1 p. Ae" A• APP' ti _d p- A. .7' .�'• 1M1 .Y' -i
' � • P~' : °b �h' •'.' f� � .? P' � d PAti P� A•P � �, 'C+ ° �ti A� °� �' r .'
• bo •'� A- L A-6 A y1 d'. I-O r A ',P a , ✓ p• �t 0
ILA
Aqu �
r P•, 1 a BOTTOM OF 30' ?'ry ya DREDGE DEPTH -4 5
& A Rry ya A9 A,ti WIDE CHANNEL I 1 ✓ p,. e ' yp AT LOW WATER
1"{ F'' DREDGE DEPTH -4.5' pr I-' ^71 y1z P P A, N=360724. 13BB
to AT LOW WATFR ;; ,' a , _ 1 Fy�TI}RE MAINTENAff E�
Z 5 p .A P 1 A'o Ate' �' ' DREDGING B T H ER .
.�
1' f.- ,.. :• y A•; A A P m A•, +� a• M f z B
t° M1°' I• a yLn ? �' p,. N=3 ❑ 60. 9 ❑ '` Per° BOTTOM OF 30` a ,;y _360566.4310 eWIDE CHANNEL,
' • 1Ln '� at ': .f :a' 'r^ P' _ CO/ 8 np� 1. M1 i _ --r- �� 4 + a �^ •� ,K vX,
1 J p' 204 WIDE CHANNEL
a r <<ti• s
` fa H= 148 a E ����,•F-y�--r�'�'•�•k�";-��
,!J I� ,°' f a=2568522.6T33 A I :1 A� 4; a' 21''78 fist .nvt�\c �:
�• F+ A�•"-'fib ry'ti ---f __'•__-__. ! \
_.}_{�� -- +L r a _
a �i
T re �,]y ✓
- - 258��r2 • -" -� i P• APn' P i �.^''' �_��_-__� L �5�
fa 1 M1ti� ~F.5 ^ �' �1 N=360131 3.75 � UbF .
_ P•..�^�
} _ - -'p - Pay py, - SF . R r ;ti" _ ...b A P Ab�� .A •.
r'' r asllr9
�`i fLa E-25fi8415.94�A,, J x98. -+• A' pb; �,' A'
Al9 � •P'� , may, p. qA�' ti° �E' M1 aea A'p• b4 � n
N= 7 n o _ Y �'• �, r W A P I V I _A R S
I�.9 `210. A. •� 'A ry.- A,a .. .a"� ry•1«4 .�•.,. � 8 ( .a'�5 . � :.:~ � rem ti .1 � •AN � Ary 3P •A e, M �'
\� 4•' A�'i A' ^ - _ ry ,� �,•� y $b '$ .P .(' o M 'A' ,� •�• - A ti ,y
-2 6 64 . 800 _ pp� P A
•:� ►' Pry; b '1' • •r. 4 1•• ry ••;�•A' A • 141
9 : r . - . ' � .`.� _ 5 � .y.a - � ~ � e ~ P' F'i iAfi� �' r ' �° � !' -. �Y �' y _ • A. 4, A
`�� -I _1 . WIDE CHANNEL ��di; a- v .y w L �. �• u-
-r °88.43 I tom. _ a - . F
A'• I' :° OT-53 - ,` a? •f• W •p 'i' W -d
.. 1 [ BOTTOM ❑F 34Q ,• F ,5 �., TaNis '1 A'ryo tip.y. ,: P. ,A-° '2• Y Y' i d• -: 'Y .+' '.�• M1
b� '. f� •�j-x-1" ^.a _. _ _ r WIDE CHANN�i , P� • 1 •,• a { 1 1 'C y�TER- wuygti .nee •p�'F 'P,3' A;N A • a •Y -l• +L- Yr .1• W W .t. S. .L• +�• •Y W �1• •L _ i .� 1p
_LT'i�+'! 1�-�' k •rry' A�� L �p IAai;Jr"- r 8oaw An .F' . . y r• .k- "S' -b" •!r ,h .l' J' •S' •a �'.�{• w ',, w
'3`i'�-� r' �N F' ' A'e . . ' '� P• p 7697 5F DREDGING FOOTPR IHrr,, l .f -1- V• 4r .L• '4- •1- ^ .•V Kyn l L W W 1Y y -1.' 1-
4 ~ {° _ ► >� ~ 8 b' OB BWT RA•P ►ND K r►1[ L•1vNCN P7'' _ .
•'ry` 3Y' d! A�, �,a L a .l. is ♦r ,� `$ W 4• w W'\ •� •I' •L •S• %Vi • .1- .1. v' ,� V/ .y. .5.' .�y . .
BOTTOM OF 30' BOTTOM OF 30 A' w /. �� • D Ex1EHrs b' \ ,. w W , V �• w .,. 1. i. 1,
WIDE CHANNEL p •�Hxw is1 4_011J' fOM OF 3G' ACE yiAR µpR RS , r -
a� WIDE CHANNEL d ° e` r xSE ►� WIDE CHANNEL fw �" a" A ,,, H _
DREDGE DEPTH.,'-5.0 A o A^, �• LAHvwA�s% �` w ` °+ N ��,+ S' /tom a µ
AT LOW WATER a •; s DF.IAAR -� �..�� Ary A _�%�"a pa°`-�. a• •I - i w
�• , DREDGE DEPTH -4.5P
-Ao,Gr'1� AT LOW y� p b A. . A`a �.�. �• Ll�`L ,� �.
i Sfi^, ^ t}t'i1r A,ry a: AM1 : d' . RL, �-•o_ A'°� A•' "s. T �� , - - . f ,� . + - . '- -� �' �' - .
8 A �. '' p•n .e r` 5 r ► R E A' •0' !! `� .:. • r. J A"
b{ WALxTyA`! a L :�'5' ffRS •a• k-t- �. m' d' P�• I sµL . - • ` .1. -� J I
fi• '. ♦ . • -.0
BRAVSo,pp w , •r- •4 -v 'i• A• A:P' i S�xS+ p g M�. .L, �.� _ .. • �'► _ .,,
r a A ' • 1�. r s. i' 1• +' t, y R55 A:� ywAT`ye SHOpfF 'g,- ' F p• -_ . �6 ` �. • r �~ r �� • �� "� �� , C
• y. v Ae, p' �o -." wALXA 1•- •n,Cap� d ; .3� I S�1'lw f J r "� ` • �� �17 % . �.��
BOTTOM OF 30' xT ` •� A'
f A'ry P- 1 �]� .1• y '6 �s� "S. .y -Y i.' J.. .y. .�• 4 A, r$ --
.' WIDE CHANNEL ER16 P'` �' r b. d 1. �. J L a o p o _� •'=� -�• '! \ / �• _
,M1• A• a. , 16 R% RNA l ' 41 .. A. 41 f• - I1- e- •�- .1 .. .j �r 5 ,,7� / a • -r �� ` �`
. •' ,d P,,v � .i P UAiE$DRDDFx4V �pGFNG � a- f SE 4P �q A : HyyN \� , • �. .. � .. �i � _ � �� ' ` \- • � � , � � � • � . � 1 6 •` �.
w14 5f UNDER A°' ''�: �• y C M •r•.r .� =. I DAYL IGH . EL fin. / •�. �� -�---�
i `� �ry P �lAary 32 , ,�.e. 4 •i - .s. �, ^ r~ 5� ,� , ' =
SEE P S S N%W wolpR9
i r - .A'' • 1 a p LptrlAA 4F 1. �. fi i W ALK�;��jp9%l -.I. c O.wK . r -_ • �r Q • , r L
n
' �f aR �► 1� ��.�..�. ASTAL�WETLAND, ^ J " •� �� �g �� , �t.�.-�,
P�'� p'{ p'` •, PROPOSED LO6 I MP]tCT 7. ~�
LKKHEAD/RETAI IN WALL
` PrDx WALL P.�4R Y PG.tILATEO PROPO EO LOCAT,i]N \_ '
iO4 6 d a p w •NwEt l /� - • ^ • - • - • - ' jp0L)LKHEAO/REj$LU[44U'
ROPO D CATION APPRO 110 �6uLKH A❑/RET NINO WALLA,ti' e ?AaL -PPRjlrOCF SILL fl` I ` y� r L. -Z
• b� � P' � Pry '0: ` Ptip' 1 � • �� ` ` - • � • � 7 S- , � a � � � \ \ � , 1
e f' •� "\ \ 9llPKHE D! IIkIHIHG PALL _- { , ��J, S
�•: Fq. IIPIL 330LA a r
•'.y �� f.R R" T� i *HEADLDCASI l 'ALL 'ti.•VLp �_ I
\ 68 65
,,s ,,-� ` • }6ry L.A�w�cx�sM � � �` �L` ' �8- f _,. �
P ° \� 64
! 0
3
� r�R,
RAYMOND S GUT/HIGH GROUND MARINA
ly 4 ,A'A � � •
r ; '
A' DREDGING PLAN VIEW NOTE: INITIAL SPOILS DISPOSAL AREA
50 25 0 50 100 LOCATED AT 7-- BOAT TRAILER STORAGE
qy,I SEE SITE KEY. SPOILS SHALL BE LANDWARD
�r OF 30 BUFFER AT ALL TIMES
w
A SCALE: 1 11=50'
ry'
a•
0
9
0
a
z
Q
F
a
r-
Ln
c-1.)
z
0
Lu
a
z
r;
Lu
m
1F 111
a1 O V Y z
M ❑
IT
N R! N !ti m M r 4 ti { Or J• %4 d F
z z z z z .� (p xz•m Ld
O fl O Q L.i ! � 0 LtI U: + 0 Z
ra r a d Za Z�.� p 3t
- - F- r _ -
1/) to CI1 U1 [11 'JQ .ZQ C Y4- JQ:QQ ❑ W Cl
------------------------------------------------------------------------------------------------------------------- -----------------
Liz
'----------------�-------------------------------------------------------
a._-- -_Ex. DEPTH AT LOW WATER - �z !-� Na s a
Z Ex. DEPTH AT LOW WATERa ° - --------cL-----_--- wa rw _-_-- _ - -----------' -- -------EX. DEPTH AT LOW WATER-------T------- wL11:' w-
-- - -
- - -- - ----- ;F,'��.� yA- - � ?« .. _'1�'_L' _X '�'� �F��ti `C �4 `4-� .� _ _-� - -a E- --- - LDW WATER a __ciy�
-___ _ -�-x--vvi��'f {>��`� iirrrrrr��ofr� ��". . -
- - - - - - - - - - - - - - - - f�1 \ _; - =�7Ci��s%�-zt��h?%1���?�� _7-n7Cn?Ch7t7�R _ r W
��-17�y +may ^y •may �'� /.�[.�( x x x x x ` h�!v�%v' �'��Z�?`,%uuu�uv " r .W
x, �� Y/l Jl � ��� , . . - - • A ` i+L �L 1 _ a ..M�a� -7- F• -F r ' ; ter, - '� -� _ •c t- '• f- -t_a _ s- --•r �.- f- -� --y - L �- = --. -� K --.. --u .c. •.f .c a/ _-.. - _wc• +.0 .-v - - .-.. t u aJ �.c• .a - - 1 ]-r f] �. 1[ - -
i f r r r�r%5 x x x x xY S% i1 � � '✓:'�. � �r�r,� �i�iCr:�. � � �, � <�: � '- � E ~C~G - -
-� - Y 1 - -- _ _ ------------______------ -------------------PROP05E�4R€DG! CEP H 4.5 4T-LDW-WATER----------PF�OP�5E0-0RE-06E DEPTH •A_5-AT LOW-W+-T€R-------------------_
- ca
REDGE DEPTH -5.5 A LOW WATER TO -4 .5 AT LOW WATER PRDP05E0 DREflG��€P'7F� -5.5 AT LOVT WQTE7�T1T �'a5 A1`L�W IY#I� ` a�
�y n L.I .
PR❑P05E0 D y - a I
--- ----------------- ------------------------------------------
v
2T, 7 184.25 88.43 210.62 258.56 122.03 79.78 485.00
2.43 C 378.74 CY 219.11 CY 665.79 CY 64353 CY 342.36 CY 17552 CY 1023.89 CY
30' WIDE CHANNEL
I
aLiz---------------------------------
Lu I i
a I-�----------------- --____ VARIES
3e
3 F -- --------- - __ - -- -LLJ
C7 -
r
F I_4----- 1L°e
a
1-----____ ------ -- - - -- 1
r1=--------- ---_-- - - - - -- -
a I - - - - --V7�F�fES - 5 TO -4.5
m LLi______ __-___ ----DEPTH AT LQW WATER
30.00
RAYM❑NDS GUT
TYPICAL DREDGE
CROSS-SECTION
HORIZONTAL SCALE: 1 11=1 0'
VERTICAL SCALE: 1 "=5'
SHEET # GAMA 3
PROJECT #: PM2934'--001
DESIGN FILE #:PM2934'--001 Amphitheater LAMA Sheets.dgn
Q
0
RAYMOND'S GUT CENTERLINE PROFILE
VERTICAL SCALE: 1 "= 51
HORIZONTAL SCALE: 1 11= 50'
a
7
6
5
4
3
2
1
0
0
a
-1 a
7
-2 J
3W
-9
-5
-6
-7
-8
a a
+ O N
O N
BOAT RAMP
VERTICAL SCALE: 1 11= 5'
HORIZONTAL SCALE: 1 11= 501
a
7
6
5
4
3
2
1
-1
-2
-3
-4
-S
I I V
T
i
I I
---I---7--�--
[��°-
\'h
I NLW'_1.8
X-
- -F1f�A TT9i�8EL-aM"HF11- - -AVG
I �
I AYG
-Avr-dFaTY fLbi_ _fgg 40'-r_7.0
DEPTH
-5.-!'-
HIGH g9UND E%CjVAi10H
- -AV tlE-PT14= .z•-
a
ff1
CARo`/.
7'.7 =_
_ SEAL +~
13343
fry., ply +G�i;'��`��
REVISIONS:

..
.
. .
. ,
� .
... 1. �... .... . . .1 ; .
w '41..' - �-
. . I
y . w
.1 . ... . . . . . - .. - . . . . an ",
... .
..... . - �':&�il':- . ���: :" � .. I . 4 lj/ . I 7r�l
.:'. ::... ..
',.:..::'.. '.:.
....,. .
,..... .. ... :' . .
11, w v w
.
.':' .:- k.:n
9
.. ?..
.. ... .. "�,,,,+. w w .. u. w
. ... . . . .a
.. ...
,. ..
.:: .. -
.. ... ::''.:..:.....:::..::: .. w w w w L
, �.-.xit +L .SQL' K.:.. •:n :S
. w w w
f� .t ;1 w
T1 T �I _ f Y w a Y w w' :w r w w: "y .1.
_ j - - ;� .
i— f �� — —+�,; : `w f J` — _ 1 1 w w :. w w w. w w w i .. w
— — _ —F- T a —i — 1 — ��f e w w V ` , w w w w w .il.. •u . w •i +v
_ _
.. :':. , — — — — J — — —r— — _ ~ - - ` .. - I i �• i — r _ I ��� ,j, +L „ w w w w w w ;1. v' *'l - . w ti• .
...
_ — F- �%, y
L•--� — _ d� I .� „I- ^I — ?-� Y- �a .!- w .1 _ v w w W w w w w w� :: w :•
w w w. v' w ,V W w w w 4 w w w +4.
` 1 w- w w . — _ w w y w w w w w w w w w w v w ti,
f ..
. w . w _�'® `,xUi• :; w w L — — y, w W 11. ty 1L w w w +1... .,, w w w ,L 'w -L ti-. '
w 4, w -11 .
'. w ,1. ,V W 'r, . jj�`jI' _ ., w W w w w W w w w w ✓ w w ,Y vw .- ,L 'v w w w w w .- .
w i w w. wa' w w w .. L v M1 i �+ T —.� �'- ,1. H. V ':w . '. � w w w w w w w Y w w w w w w w V W w w w `1' w w w w w. .. '
. •L ,1. w +L v : .0- ,r ,. .,!•. - — • i- -fY1F- * w .i J. w w .Y w w w w w w +i y w w w w .1. .Y w� w w ,lr w .+1� Nie t;•-'� 3:`?�. w .+1. w w w w . ..
y
»`
",1111a,•
41 w w It, It, , kLv ,1. . 12r ,. . •.,:•.:? „. - .. •rr E.w w w -1• w w w w w w w w w L w w w H. 41 * w w • w w w w s•; +i ti• 14• q 4 W .w. •, �ZL w w ILI
v w; w ... W y w w 41 ; w w" 4, +`' � w 1V w w ,L w J� w w w w w ,l• w w J+ w a J, w w W w w W +V w w w w w W w +i! W v w w W w w W. '+: ,4 w w Y w — �W - .
w w i ✓ w w w w w✓ i; ,i, . �- \\�J W w w 1i L w L• w w w w w W W V Y w W w w w w W J w ,Y J L w i w W +L w w +V Y W +k W W w ti, y :�.^ 1 L ,L +L ,Y .Y' 'f• ,Iu
w - ,Y w w w '1, w w �' + Y •. •d' •1 W W +L� w V l W v w ,V w w ,l• W w •l, w W w w •Y W-x . w +4 +Y d, .Y 11, J, w W W W w ,Y w -le W w w W Y W V; Y ,✓ +V Vr W ,y . +1. �. 1
5'..
W w W W ,t• w w w w .. w w ': r w w w w w w '.V ,!. L W . W W r w +L W w w J+ W w w . w 3, w W W w w w w .L +i, w w 1Y w w w� ' ,1, ." � ,_ !. W , w w w w .;. L,'v •L •4,
A� w W w w w v v .L 14r ,.� 1� +V w W S, W w -:. w
a w L' L w w Y 1 w V 11, ` w w p ', 111, w V w w w w w w w w w 1, ,L ~ w w w w w s ! w w w w w w w w w w w w w w yd i �' '.
�._' : w w = �-. R 4> 'Q.; :; •4 : w w� :? +L- W J• w w W W w to s 1. •1.: •u v +Y ,Y w - •L W Ji w ,V w 1• w w W W W w w w w w •Ir w w +l, +L +L - `, .
y r w .1, w w i w w w" ,1, w i a. w W... ,"I ` _ . 1- +1, w w Lie ,L ,w W 1[%' ;W -w w •1, w: ,b ,. w w ,V w w w w .1' .L w w w w w 4 w w 1L W L � v w w w' w W w w w` L.
w w r w w w ,L w w, 4, w w'^. �"w M1- �-.. ". � w, w w ,1• w •1. w `- ,L *:. w w w w w w w w i .' w w w w w w w w w .1, .1. -a. 1i, •t' . w v ' w s .w S 1, t' w w w , w �
.
f
tiv w w w w w w w w w w w wN-. w Pa.
,. r.-: t AGr .. ' ,i �: . L
'. y �w . w W w' ,'.1:' w w w w w w w v w w w w w w w w w .1 . Y. w w w;'.
t.` w w w 1 w w w w w w w w w 4. w w w , - r. j ,+.; w w w w w w w w w w w w w w w w w lr w w e ;`_ w L w w w ,i y' w
w w w w w w w w L w ,1 w w w w w .w w . ..w w u w e w i� w y
w w w .1. w ,1, w w s: w •1 w >L w w I _
;� ; �a'
w w w w w w w J — +
.• w w w w w w .• w W ..]., . • "'S •� 1. •b' , '�t s 1'-, - ^ �• _SfG..
;. $11 ' 11, w -1. w ,1, ,w .L w .1• 1w w w w w w w .L ,1. . ,r ,a, •v w w w w w w v- w
w w J, w 11• w w W 11, 'Ill w +L w w ,Y u. W W" w .. • t' ,E. W .y w W w w W +Y w H *Y : ,Li. w v- W w w w W 11, w 'j w w ..
"• w w w w w w .. w w W W w w w W w w W •, .1. ;p w lr - I;z1 € k �:, . -- r.; " r '�1, 4 w w w w w `I' w +Y w w w w .Y,.:'-�Lt 4� ,L ,r .L W w w .V w �-4 w
w W w W w w •i% w w w W w w w w +L w w '- i ' •,L - 9 YF 1. � w l- V. w w w w -Y .l, .Y 1L w w w Ty :i• w�k .:h ' 4, w w w .L ,L ' -J, � +s, w '' ' E "-
L eL w w w w w •i- w W W w w W J, ,Y w ,! • W W .� w w w w W r L• W w w w ,V w w I w ' 'w• ° +& . w'' w w .I- w 4, w w w ,Y ��[-
w w w w w 1 1 w w w w w 1L w w w —` w w w w w w W .I �j w W w .w w w w w i u
w w w w w w w w w w w �, a' w w w w w 1 w w w w . w w w "�1: w w w w w 1 `4 - w w_
�%� w , w w w w w . ' - { w, • _ _ •V w w w L w w �' ,y w +1• w w .N .-�. w .1, ,1, .y W __'''' ``'wI y , `',J `' - l -
.... - �� ,, i • 1 aa.. .� t • rke - t .' �1G. y W W ��'
w .f. +4 W w �� w w W - C.. �G.
.% - =.� F i.0�. �- lr w 1 w w w .L \'x w v- _�,- � Sly. i ± t! '
• 'a--, - ._1. _' a - y w w w �' w W, '.SiC .�.r'f- -�r :_�_.' jL. ._i_
.r .. _ - - �r
- ... -
.� '1 :fir 1. �� ,l, w w =:r� y 1i' .`-\•'1'.
1
.. f
?ki'n S !,:
n� ,
- � w- w
w
— �.
' ' ]S� .�'[—
.
"�k,-
%
\ 4.
(: 1 .5 . . , 1 \ rya. ,�IIL-'.� ~: 1 i � \ .� � .
. °aM d �A%_ Le . . �' L' . . . I . . � 11 - � - :- � ' . % -1� . .. . . . .- . .:.� - - . .v '. - . t '. . . . .1 . % . . 1� — �' ': . '.� � I I - . . . . . . . 1, . . .. 11 . -
' 3F- ;
'I I
• , q. .1 `\
. ..- . \ . 0, P I I L' I 1. m - � .
't:..:: ": : a
-
1:.
s #� :„. "
s
' ... -
:�-7. s' 1
u
. .
,
a`
— ,k �_ . . ...
.:
t
.a
e z,.
1� '
.
. t. y z ;
_ �e
'ro
-
a;. .;:'
.. ....`. :...... .. .4. , . . Y -
.:11r .. •".' ti, ,.
i r . , .. ...._. .z ... -
i .. s
. .,. ... i $< - .. - as ¢ :.., .... +Y.. ��p ".4. .�. ., ..... .� 'i:. � v„ .i.4� ..' .:. ®ai� �Xy:.e'Y,�. ��.R ..�. ., if. s �.. �� .
�-' ;
.. . . a .:=i e• 4
lv'.. ... T...
1... - r: - .
. . .. _ ... __...
„ ....._,
.. :? s.� Fs.�> •� _ F . •' - : , l ; T - 1� `�9 �:� ai • fir. j
. R ?3 _ ,i �. Are ice.,' .. sr"'
F�l
.
.. . ... . . 1 -4
. . . I .
: '
,
, . . .
. ., _ I-, . -
_
.. . - .. " . -
. yV- .
�. _ '
' .. . S
_
.:
. : �'., _ _
..� _.}s ,
` ` _,.
''.; ..:,
11 * "
Z35 :Y.^'-F''� may. k.5•-;;. 1.R.:,::. z �; r�i-. .:'�:@'' p.
_ lyji• '1 l� '' �' 'Y
1.
i�' . -... . . - �.' i I . .. t . �, .1 7,; , . *"e, ... I *I— ", '.'.�' 1. .; '�
... w ,L w w w 'r , - '� - E . \Ii _VL• .. _ .. - I t '' P '%:- ' ; _. ".c_a: ± I. -^I
Y~, , .r. -b v ,1: ••',1- _ ,1, 1, v w � 1• . i _ 1. _ '' `- S
+F., ':�_ ,L ..y,. — i• ,. y :,y. ::y. ��" .... ti' w , tw v .f w :. _ .•ti' .'.' �`*-. 1'
�: .'L,`".: ,ir g`' ,t• ,11. •' .;[ .'--4, w^-:F.• v'w d' .L. w `gov ,L w ,1+. i/ ,� ,. ....' .r
, •F. Ile- ' , ^� +'✓. y -l/%4r - +i.. V v ,L +L _ .1r v Z — ll�0- -'a.,. � }.• ■
I m
u ' �. ,• . L . .v ,'L' w L. w w ,.
` -.t,r v W v �' -L "LA v 111 w .1. .. -w- d -.:,�. mm� ! I
y 3;.. w L , w 1 L r L ,U L As '
E� y
.,11 w ;
.... r
w. I: . .L w w w w w w _ .. W,;. - --. U 1 �' --_
=8
'. 1), L
w .. . , *R k : 0 1 . , .. ._ k,.. _a;
I.
:3�..' � . . I . �. , * —
.
a
. I
. ,A AftT � \•l . . .. 1 ixY - .. +
, .- ,.. 11 111
,;5: f.
1 �-
>� %. i
, �::
'. .
_i-v 11 1:. 1,..
n+..1y. �� F^. - RDC
/// '/
q ., � , . •
;ie
•�_ � , y� f - • • r n
1 I L}III L, GROUP, L, P.A., ...
�� r� T_`DO
a
r
0-.
�:
.., _ _,

The Hamptons on the White Oak
ATTACHMENT N0.1
COASTAL WETLAND IMPACT UPLAND
BOAT RAMP & KAYAK LAUNCH
WATERWARD EXTENT
OF MARSH
fL �L
NHW
\�\ kL Ali L ti
05
COASTAL WETLAND
IMPACT = 57SF
(SPARSELY POPULATED)
NHW/WATER EXTENT
/-OF MARSH
ti-
/ 1i VL
,L-ANDVARD EDGE
OF �PARSHL
i �2r 3
�8 S j 91 1
1 �
'\,COASTAL WETLAND/./
�. IMPACT ,•
40 20 0 40 80
SCALE: 1" = 40`

The Hamptons on the White Oak
ATTACHMENT N0.2
SAG HARBOR CIRCLE
WETLAND IMPACT N0.1
ROAD CROSSING
, V.
LANDWARD EDGE OF ti v- j
COASTAL MARSH �r�w v- v' v-
v k v V NHW LANDWARD EDGE OF
v- k •i COASTAL MARSH
56
55
ROADWAY WETLAND \1 \
IMPACT NO. 1
4 W�
2083 SF 40LAN�i CULVERT 4
--48LF DUAL 24"RCP
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on the White Oak
ATTACHMENT NO.3
SAG HARBOR CIRCLE
WETLAND IMPACT N0.2
ROAD CROSSING
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on the White Oak
ATTACHMENT N0.4
NORTHHAMPTON LOOP
WETLAND IMPACT N0.3
ROAD CROSSING
22
23 �
CULVERT 2
^, 40LF DUAL 18"RCP
s�
ROADWAY WETLAND ?'
IMPACT NO. 3 ;
501 SF
0
I �I;
24
I \�R
I
I F�q
I —
25 i
i
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on The White Oak
ATTACHMENT NO. 5
EAST HAMPTON LOOP
WETLAND IMPACT N0.4
ROAD CROSSING
it
04 _WETLANDS
\ Iv-
�1
CULVERT 8
�4\8LF 24 "RCP
404 WETLANDS
13.32
ROADWAY WETLAND
IMPACT NO. 4
3308 SF
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on the White Oak
ATTACHMENT NO.6
MONTAUK DRIVE
WETLAND IMPACT N0.5 & N0.6
EXISTING ROAD CROSSING PIPE REPLACEMENT
MINIMAL ADDITIONAL IMPACT
404 V
TLANDS
"IF
.3,
WETLAND IMPACT
PIPE REPLACEMENT
& UPGRADE
IMPACT NO.6-44SF
j CULVERT 6
DUAL 48LF 30"RCP
WETLAND IMPACT
PIPE REPLACEMENT
& UPGRADE 9ZS
IMPACT N0. 5-61 SF
404 WETLANDS-
40 20 0 40 80
SCALE: 1" = 40'

Form ®CM MP-5 (Bridges and Culverts, Page 2 of 4.)
c. Type of culvert (construction material):
HDPE or Concrete
d. (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
❑Yes MNo
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 1 C1_ 40'; 4 @ 48'
h. Height of the top of the proposed culvert above the NHW or NWL.
N/A
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? []Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
Culvert No. 6 Wes [-]No
If yes,
(ii) Length of existing culvert(s): 48'
(iii) Width of existing culvert(s):
30"
(iv) Height of the top of the existing culvert above the NHW or
NWL: N/A
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
All and replace with new 30" culvert along side
an additional 30" culvert
g. Width of proposed culvert: Dual 18"; 24"; Dual 24"; Dual 30"
i. Depth of culvert to be buried below existing bottom contour.
invert at existing grade
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes ®No
3. EXCAVATION and FILL El This section not applicable
a
C.
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
(i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
MWL 6649 ❑None
(ii) Describe the purpose of the excavation in these areas:
Remove vegetation for roadway crossings
and culvert installaton.
252-808-2808 :: 'I-888-4RCOAST :: www.nccoastaiinanagement.net revised: 10/26I06