46-23 East Fort Macon Road LLC

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vern't
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
Excavation and/or filling pursuant to NCGS 113-229
Permit Number
46-23
Issued to East Fort Macon Road, LLC (The Pearls Oceanside) 2231 Nash Street, NW Suite D, Wilson, NC 27896
Authorizing development in Carteret County at adj to Atlantic Ocean- at 1621 Salter Path Road, as
re uested in the permittee's application dated 11/9/22 (MP-1, MP-3) and 2/1/23 (MP-2), including attached
work plan drawings (5), Sheets C1, C4, C6 revised 2/l/23, CAMAI and Sheet C3 revised 12/2/22.
This permit, issued on May 1, 2023 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
rr mese terms may De suDlect to nnes, imprisonment or civu action; or may cause the permit to De nun anu votu.
Mixed Townhouse and Sinale-Family Develoument
1) 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 73 mixed
use residential units (59 townhomes and 14 single family lots), associated parking, sidewalks, three
beach accesses, boardwalk, pool with bath house, public water connections, retaining wall, and sewer
extensions for connections, all as expressly and specifically set forth in the attached permit
application and workplan drawings.
(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
May 1, 2028
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.
� For Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

East Fort Macon Road, LLC
ADDITIONAL CONDITIONS
Vegetation Line
Permit No. 46-23
Page 2 of 3
2) The structures shall meet the appropriate setbacks from the pre -project vegetation line (referenced as
"static vegetation line" on attached workplans) as shown on plats dated 12/2/22.
3) Prior to the initiation of construction within the Ocean Hazard AEC, a representative of the Division of
Coastal Management shall stake the first line of stable, natural vegetation line, the pre -project vegetation
line (static vegetation line) and the small and large structure setbacks. These setback determinations
shall replace those done at the time the permit application was processed and approved. Construction
shall begin within sixty days of this determination, or the measurement is void and shall be re-
established. In the case of a major shoreline change within that period, a new setback determination shall
be required before construction begins.
4) All boardwalk decking waterward of the Ocean Hazard 60' setback shall not exceed 500 square feet for
each lot and not extend oceanward of the pre -project vegetation line (static vegetation line).
5) The three proposed 6' wide beach accesses.shall not extend beyond the first line of stable, natural
vegetation.
Stormwater Management
NOTE: The permittee is advised that the Division of Energy, Mineral and Land Resources (DEMLR)
may require a Stormwater Management permit. The permittee shall receive a Stormwater
Management permit from DEMLR prior to the initiation of any construction. Submit this plan to
the Division of Energy, Mineral and Land Resources, Land Quality Section, 127 Cardinal Drive
Extension, Wilmington, NC 28405. Any violation of the permit approved by DEMLR shall be
considered a violation of this CAMA permit.
Sedimentation and Erosion Control
6) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
7) 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.
NOTE: An Erosion and Sedimentation Control Plan may be required for this project if upland
disturbance is greater than I acre. If required, the plan must be filed at least thirty (30) days
prior to the beginning of any land disturbing activity. Contact the Division of Energy, Mineral
and Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC
28405 for this determination.
General
8) 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.

East 10F099Macon Road, LLC
Permit No. 46-23
Page 3 of 3
ADDITIONAL CONDITIONS
9) A9 construction debris associated with the removal or construction of the permitted development shall
becontained within the authorized project area and disposed of in an approved upland location.
10) �Th permittee and/or his or her contractor shall meet with a representative of the Division prior to
Jaeject initiation.
NOTE = This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE= The 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 maybe required. Public Water Supply can be contacted at (910)
796-7215 or [phone].
NOTE_ The U.S. Army Corps of Engineers authorized the project by way of Nationwide Permit 18
(Action ID: SAW-2022-02755).
NOTE_, The N.C. Division of Water Resources authorized the proposed project by way of Individual
Water Quality Certification 5689 and assigned the project DWR Project No. 20230147.
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.

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: East Fort Macon Road LLC COUNTY: Carteret
PROJECT NAME: The Pearls Oceanside
LOCATION OF PROJECT: 1621 Salter Path Rd, Salter Path
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 12-6-22
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: Yes
FIELD REPRESENTATIVE: Styron DISTRICT OFFICE: MHC
DISTRICT MANAGER REVIEW: Heather Styron
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: 400 #1471 Click or tap here to enter text.
APPLICATION ASSIGNED TO: Weychert
PUBLIC NOTICE REC'D: 12-14-22 END OF NOTICE DATE: 12-14-22
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D: Yes
C) 75 DAY DEADLINE: 2-19-23 150 DAY DEADLINE:
EMAIL OUT DATE: 12-22-22 STATE DUE DATE: Click or tap to enter a date.
PERMIT FINAL ACTION: ISSUE DENY
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
DCM — Field Rep
//
1 1i `)
)C
C COW'v4b,,).
DCM — LUP Consistency Deternimation
Local Permit Officer
Corps of Engineers — Regulatory Branch
DWR-401 Section
—20- 23
X
26?'S6)4.7- W
DWR —Public Water Supply
�� 3 - Z3
x
5� (OAU ,. ,S
DEMLR — Stormwater
DEMLR— Sed and Erosion
DOA — State Property Office
'� • �7j
x
Wildlife Resources Commission
2 /2�
CmterN a1a FONV
DMF — Shellfish Section
1-1�-23/
X
'Kcw$60 To 5Hiv
DMF — Habitat & Enhancement
X
DNCR— Archives&History
Y
DNCR — Natural Heritage Program
NCDOT
NC Dept of Commerce

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 22, 2022
MEMORANDUM.
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Office: 252-515-5416 (Courier 11-12-09)
gregg.bodnar(d)NCDENR.gov
SUBJECT: CAMA Application Review
Applicant: East Fort Macon Road LLC
Project Location: 1621 Salter Path Road, Carteret County
Proposed Project: Mixed townhomes and single-family development
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by January 19, 2023. If you have any
questions regarding the proposed project, contact Heather Styron 252-515-5417.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
X This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME James Harrison
AGENCY NCDMF
SIGNATURE li
DATE 27 January 2023
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.808.2808

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 22. 2022
MEMORANDUM.
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Office: 252-515-5416 (Courier 11-12-09)
oreaa. Bodnar a(DNCDENR.gov
SUBJECT: CAMA Application Review
Applicant: East Fort Macon Road LLC
Project Location: 1621 Salter Path Road, Carteret County
Proposed Project: Mixed townhomes and single-family development
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnar at the address above by January 19, 2023. If you have any
questions regarding the proposed project, contact Heather Styron 252-515-5417.
when appropriate, in-depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Andrew Haines
AGENCY DMF - Shellfish
Sanitation and Recreational Water Quality
SIGNATURE .Ar>.c44m)-1)"4y - for Shannon Jenkins RECEIVED
DATE 1/17/2023
JAN 17 2023
DCM-MHD CITY
. �EQ
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.808.2808

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
KATHY B. PAWLS
Director
January 17, 2023
MEMORANDUM
TO: Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management
From: Andrew Haines,
Environmental Program Supervisor
Through: Shannon Jenkins, Section Chief
Shellfish Sanitation & Recreational Water Quality
SUBJECT: CAMA Application Review
Applicant: East Fort Macon Road LLC
Project Location: 1621 Salter Path Rd., Carteret County
Proposed Project: Mixed Townhomes and Single -Family Development
Although we do not have any specific concerns with this project, we would like to correct one
item from the Field Investigation Report. In the Habitat Description and Narrative Description
sections, it is stated that the Atlantic Ocean is open to the taking of shellfish. All waters of the
Atlantic Ocean are currently off-limits to shellfish harvest in North Carolina.
RECEIVED
JAN 17 2023
DCM-MHL CITY
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street I P.O. Box 769 1 Morehead City, North Carolina 28557
252-726-7021

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
MEMORANDUM:
TO: GREGG BODNAR
FROM: HEATHER STYRON
NORTH CAROLINA
Environmental Quality
December 9, 2022
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT -EAST FORT MACON
ROAD, LLC (THE PEARLS OCEANSIDE), 1621 SALTER PATH ROAD, SALTER PATH,
CARTERET COUNTY
The following are my comments and recommendations regarding the aforementioned proposal.
The proposal is for the redevelopment of a 6.426 acre tract at 1621 Salter Path Road in Salter Path,
Carteret County.
The proposed development is consistent with 15A NCAC 7H.0300. The Morehead City District office
recommends the project be authorized as proposed on plats dated received 12/6/2022 contingent
upon all applicable general conditions and the following standard conditions:
• All proposed development and associated construction must be done in accordance with
the permitted work plat drawings(s) dated received by DCM on 12/6/2022.
• The structures (5000 sf or less) must set back a minimum of 60 feet from the (pre -project
vegetation line (old static Vegetation line) as shown on plats dated received 12/6/2022
per NCDCM Director guidance.
• All boardwalk decking waterward of the Ocean Hazard 60' setback shall not exceed 500
square feet for each lot and not extend oceanward of the pre -project vegetation line (static
vegetation line). The boardwalk portions on the HOA common areas shall not exceed a
combined total of 500 sf.
• The three proposed 6' wide beach accesses shall not extend beyond the first line of stable
natural vegetation.
• The project shall not exceed a max of 73 mixed use residential units (59 townhomes and
14 single family lots).
ngYlm,m a [nwmmenm YwnM1
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.515,5400

.~p�4
.—ar PER
ROYC
EIZABEIH S. BISER
n
BRAXTON DAVIS
olK NORTH CARp�INq
£nNrcnggyyquallry
December 22, 2022
MEMORANDUM
FROM:
Gregg Bodnar, Allister, Major Permits Coordinator
NCDEQ. Division of Coastal Management
400 Commerce Avenue, Morehead CRY, NC 28557
Offee: 252-51S-5416 (Courier
11-1Rdg)
PhQ, tied rMN_.
SUBJECT:
CAMA Application Review
Applicant:
East Fort Macon Road LLC
Project Location:
1621 Salter Path Road, Carteret County
Proposed Project:
Mixed townhomes and singledamlly development
Please indicate below your agency's position or viewpoint on the proposed project and
relu n thl / — f 0 G re i` al the address above b JenDe
questions regain n the proposed y ry 19, 2023. If you have any
when e i p posetl project, contact Heather Syron 252-5155417,
pproptlale, in-depth comments with supporting data Is requested.
REPLY: This agency has no objection t ,the project as proposetl. "Additional comments may be aaachetl'•
y This agency has no comment on the proposed project.
This agency approves of the project only if the recommendetl changes
are Incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME (11D.rndj`
AGENCY $" P
SIGNATURE
DATE o�O,i1
1 °
.y Nmh P""hx peryrmer Mraera xn,,yeMy IpWMUCau/al Msv9nMnt Me n`Ory'IXflce eWCrmrrte amue I M,,, Cos,,n CoroMei955i nMaoaaeoe
RECEIVE[
JAN 2 0 2023
DCM-MHD CITY

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-02755 County: Carteret U.S.G.S. Quad: NC -Salter Path
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
East Fort Macon Road, LLC
Fred Bunn, Manaeer
Address:
2231 Nash Street NW Suite D
Wilson, NC 27896
Telephone Number:
252-399-1617
E-mail:
fredbunn(Wrab-inc.com
Size (acres)
6.25
Nearest Town Indian Beach
Nearest Waterway
Atlantic Ocean/Bogue Sound
River Basin Onslow Bay
USGS HUC
03020301
Coordinates Latitude: 34.68444
Longitude:-76.897778
Location description: The project site is located on a 6 35-acre parcel (PIN: 633409167919000), at 1621 Salter Path Road (NC
Hwy 58). in Salter Path, Carteret County, North Carolina.
Description of projects area and activity: This verification authorizes fill impacts to 0.072 acres of wetland in order to provide
access and parking area for the proposed residential development known as the Pearls (Oceanside). Compensatory mitigation
is required at a 3.1 ratio for the wetland loss. Refer to attached plans and MRT Form for details.
special conditions of this permit authorization.
Applicable Law(s): ®Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 18
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 2/7/2023, and the enclosed plans The Pearls, Oceanside Site Plan dated 10/26/2022
with revisions dated 2/l/2023. Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class 1 administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Liz Hair at 910-251-4049or sarah.e.hair(atusace.armv.mil.
Corps Regulatory Official: 4:�4 Y ram' Date: 04/19/2023
Expiration Date of Verification: 4/2026

Enclosures:
NWP 18
MRT Form signed 4/19/2023
401 Certification dated 2/27/2023
Plans dated 2/l/2023
Electronic copy furnished:
Aeent; Ginger Turner
NC DWR; Holley Snider
NC DCM; Heather Styron/Cameron Luck

Action ID Number: SAW-2022-02755 County: Carteret
Permittee: East Fort Macon Road, LLC, Fred Bunn, Manaeer
Project Name: The Pearls Oceanside residential development
Date Verification Issued: 04/19/2023
Project Manager: Liz 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: Liz Hair
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 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.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: East Fort Macon Road, LLC, Fred Bunn, Manager Action ID: SAW-2022-02755
Project Name: The Pearls Oceanside residential development 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: 03020301
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
I Coastal
0.072
*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: 03020302
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.216
Mitigation Site Debited: Bachelors Delight Mitigation Bank
(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 of Sponsor's Authorized
Page I of 2 Form Version 10 June 2020_updated

CESAW-RG (File Number, SAW-2022-02755)
of Sponsor's Authorized
Date of
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 Bachelors Delight Mitigation Bank, confirming they are willing and.able to
accept the applicant's compensatory mitigation responsibility, dated 4/19/2023 was Provided by email dated 4/19/2023.
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 SAWMITtWusace.armv.mill.
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Liz Hair
USACE Field Office: Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
Email: [e-mail]
USACE Project Manager Signature
04/19/2023
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.

Luck, Cameron A
From: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, April 14, 2023 1:38 PM
To: Luck, Cameron A
Subject: [External] RE: East Fort Macon Rd - Ocean Side - USACE authorization
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
]sport Spam.
So this one is being processed as a NWP 18. I'm waiting for the applicant to provide a wetland credit reservation letter
from a mitigation bank or DMS before I can issue.
Do you have the Corps AID?
Liz
From: Luck, Cameron A <[e-mail]>
Sent: Friday, April 14, 2023 10:43 AM
To: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Subject: [URL Verdict: Neutral][Non-DoD Source] East Fort Macon Rd - Ocean Side - USACE authorization
Hey Liz,
If you have some time today, give me a call. lust trying to gain some clarity from the USACE side before we issue. We are
a few weeks from needing to issue but would certainly like to do so sooner.
Thanks!
Cameron Luck
Assistant Major Permits Coordinator
North Carolina Division of Coastal Management
North Carolina Department of Environmental Quality
[phone] - office
Cameron. Luck(dncdenr.00v
400 Commerce Avenue
Morehead City, NC 28557
http://i)ortal.ncdenr.org/web/cm/dcm-home
Email correspondence to and from this address is subject to the
North Carolina Public Records Lave and may be disclosed to third parties.

Weychert, Curtis R
From: Ginger Turner <[e-mail]>
Sent: Tuesday, January 10, 2023 11:30 AM
To: Hair, Sarah E CIV USARMY CESAW (USA)
Cc: Styron, Heather M.; [e-mail]; [e-mail]; Ron Cullipher; Fryar,
Wesley; Howell, Nicholas
Subject: [Non-DoD Source] RE: New CAMA Major Permit Application - East Fort Macon Road
LLC
Thanks Liz!
From: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, January 10, 2023 11:22 AM
To: Ginger Turner <[e-mail]>
Cc: heather Styron <[e-mail]>; [e-mail]; [e-mail]; Ron Cullipher
<[e-mail]>; Fryar, Wesley <[e-mail]>; Howell, Nicholas <[e-mail]>
Subject: RE: New LAMA Major Permit Application - East Fort Macon Road LLC
Hi Ginger,
I recommend updating the supporting documentation for the sound side as well. Our file is not great, we have some
maps that are dated and an old isolated wetland fill permit from DWR, along with the old CAMA permit request, but
nothing related to a JD or a delineation.
Thank you for asking about that.
Liz
From: Ginger Turner <g![e-mail]>
Sent: Tuesday, January 10, 2023 7:54 AM
To: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Cc: heather styron <[e-mail]>; [e-mail]: [e-mail]; Ron Cullipher
<[e-mail]>; Fryar, Wesley <[e-mail]>; Howell, Nicholas <[e-mail]>
Subject: [Non-DoD Source] RE: New CAMA Major Permit Application - East Fort Macon Road LLC
Liz,
Thank you. Do you have supporting documentation for all of the sounds side tract or does this need updating as
well? We are soon to submit for environmental permitting on this tract and would like to avoid an additional site visit.
Thanks,
Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]

From: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, January 9, 2023 3:00 PM
To: Ginger Turner <[e-mail]>
Cc: heather styron <[e-mail]>; [e-mail]; [e-mail]; Ron Cullipher
<[e-mail]>; Fryar, Wesley <[e-mail]>; Howell, Nicholas <[e-mail]>
Subject: RE: New CAMA Major Permit Application - East Fort Macon Road LLC
Hi Ginger,
Yes -I have that file. It is the 2007 # referenced in the email below. I need a data form and the requested information for
the current proposed oceanside development, specifically in the wooded area.
The 2007 fiie does not have any supporting documentation for an all upland determination on the oceanside.
Larry/Ron/Wes: If you happen to already have data forms, photos, etc. for the area in question please forward at your
earliest convenience. Otherwise, this information will need to be collected. I cannot sign off on a No Corps permit
required without it.
Google earth map and plans attached for reference.
Liz
From: Ginger Turner <[e-mail]>
Sent: Monday, January 9, 2023 2:33 PM
To: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Cc: heather styron <[e-mail]>; [e-mail]; [e-mail]; Ron Cullipher
<[e-mail]>; Fryar, Wesley <[e-mail]>; Howell, Nicholas <nicholas.howell([e-mail]>
Subject: [URL Verdict: Neutral][Non-DoD Source] RE: New CAMA Major Permit Application - East Fort Macon Road LLC
Sarah,
I happen to find an email from 2006 (clip below) referring to a USACOE tear sheet for the property in question which
also included the sound side parcel (Salter Path Family Campground, aka The Grander). Unfortunately we no longer
have a paper file and unable to locate the referenced attachments. The pond area mentioned was located on the sound
side and received a permit to fill. Please let me know if I need to provide any additional information for your continued
review.
From: Larry F. Baldwin, CPSSISC [[e-mail]]
Sent: Thursday April 06, 2006 4:10 PM
To: ginger turner
Subject: USACOE tear sheet Salter Path Campground
Attachments: Blank Bkgrd.gif; Salterl fif. Salter2 Gf
To Ron Cullipher
Attached is the USACOE's tear sheet regarding Salter Path Campground. The tear sheet does not state the pond a
CAMA over the Bogue Sound and Atlantic Ocean sides.
Thanks,

Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
From: Hair, Sarah E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, January 5, 2023 5:46 PM
To: Ginger Turner <[e-mail]>
Cc: heather styron <[e-mail]>; [e-mail]
Subject: RE: New CAMA Major Permit Application - East Fort Macon Road LLC
Good evening,
I am following up on this request received 12/22/2022. The project has been assigned Corps action ID: SAW-2022-02755
(cross reference old action ID associated with the site: SAW-2007-02270-016). I have determined additional information
is needed in order to continue my review.
Specifically, please provide a photo log of the wooded area (including a photo of the soil profile), and a single data form
documenting soils, hydrology, and vegetation to support the claim that no wetlands exist onsite.
I have discussed the site with my supervisor, Mickey Sugg (former Corps PM for Carteret Co), and he agrees that the site
is likely all high ground based on his recollection of the site from historical site visits. However, we do not have any
documentation in our files to officially support that claim.
Please provide the requested information at your earliest convenience so that I may expeditiously conclude my review
and provide comments back to NC DCM.
Please let me know if you have any questions.
Kind Regards,
Liz
From: WilmingtonNCREG<[e-mail]>
Sent: Tuesday, December 27, 2022 2:06 PM
To: Love-Adrick, Rachel A <[e-mail]>; Hair, Sarah E CIV USARMY CESAW (USA)
<[e-mail]>; Cox, Heidi <[e-mail]>; Padrick, Lee <[e-mail]>; DCR
Environmental_ Review <[e-mail]>; Harding, Kimberlee k <[e-mail]>;
Harrison, lames A <[e-mail]>; Harris, David B <[e-mail]>; Jenkins, Shannon
<[e-mail]>; Gupton, Sharon <[e-mail]>; Haines, Andrew
<[e-mail]>; Walton, Tim <tim.walton([e-mail]>; Moser, Mike <[e-mail]_>;
Hilliard, Wanda <[e-mail]>; Montalvo, Sheri A <[e-mail]>; Sullivan, Shelton
<[e-mail]>; Sams, Dan <[e-mail]>; Snider, Holley <[e-mail]>; Hall,

Christine <Christine.Hall @ncdenr.gov>; Dunn, Maria T. <[e-mail]>; Butler, Rodney A
<[e-mail]>; Sheila Slater <[e-mail]>; Foxworth, Eugene
<[e-mail]>; [e-mail]
Cc: Bodnar, Gregg <gregg.bodnar([e-mail]>; Weychert, Curtis R <[e-mail]>; Styron, Heather M.
<[e-mail]>
Subject: RE: New CAMA Major Permit Application - East Fort Macon Road LLC
Good afternoon,
Your request was received and assigned action ID: SAW-2022-02755.
It has been forwarded to Ms. Liz Hair for further processing.
Thank you,
June
From: Cannon, Amanda J <[e-mail]>
Sent: Thursday, December 22, 2022 3:19 PM
To: Love-Adrick, Rachel A <[e-mail]>; Hair, Sarah E CIV USARMY CESAW (USA)
<[e-mail]>; Cox, Heidi <[e-mail]>; Padrick, Lee <[e-mail]>; DCR -
Environmental_Review <[e-mail]>; Harding, Kimberlee k <[e-mail]>;
Harrison, James A <[e-mail]>; Harris, David B <[e-mail]>; Jenkins, Shannon
<[e-mail]>; Gupton, Sharon <[e-mail]>; Haines, Andrew
<[e-mail]>; Walton, Tim <[e-mail]>; Moser, Mike <[e-mail]>;
Hilliard, Wanda <[e-mail]>; Montalvo, Sheri A <[e-mail]>; Sullivan, Shelton
<[e-mail]>; Sams, Dan <[e-mail]>; Snider, Holley <[e-mail]>; Hall,
Christine <[e-mail]>; Dunn, Maria T. <[e-mail]>; Butler, Rodney A
<[e-mail]>; Sheila Slater <[e-mail]>; Foxworth, Eugene
<[e-mail]>; [e-mail]
Cc: Bodnar, Gregg <[e-mail]>; Weychert, Curtis R <curt.wevchert!2ncdenr.gov>; Styron, Heather M.
<[e-mail]>
Subject: [URL Verdict: Neutral][Non-DoD Source] New CAMA Major Permit Application - East Fort Macon Road LLC
Hello All!
Please accept this correspondence as the official distribution of CAMA Major Permit Application from East Fort Macon
Road LLC, in Carteret County.
Attachments include: Field Investigative Report, work plans, comment sheet, and any other documents intended for you.
NOTE: Please complete the bottom portion of the comment sheet with your information and signature.
*RETURN TO GREGG BODNAR at ereee.bodnart7a ncdenr.eov*
NO oversized work plans have been submitted by the applicant
For questions or concerns, please contact Gregg Bodnar at p_regg.bodnar e ncdenr. ov or [phone]
Thank you!
Fi .......e.i �. .........
Permit Support Coordinator
Division of Coastal Management
Department of Environmental Quality
252.515.5406

[e-mail]
400 Commerce Ave
Morehead City, NC 28557
0-tN€thing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Click HERE to Find the DCM Field Rep in your CAMA region

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 22, 2022
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Office: 252-515-5416 (Courier 11-12-09)
gregg.bodnar @NCDENR.gov
SUBJECT: CAMA Application Review
Applicant: East Fort Macon Road LLC
Project Location: 1621 Salter Path Road, Carteret County
Proposed Project: Mixed townhomes and single-family development
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greaa Bodnar at the address above by January 19, 2023. If you have any
questions regarding the proposed project, contact Heather Styron 252-515-5417.
when appropriate, in-depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Rachel Love-Adrick
AGENCY Division of Coastal management
SIGNATURE 4S(Y.
00
DATE 1/12/2023
D_EQ�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252,808.2808

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
BRAXTON DAVIS
Director
MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Gregg Bodnar, Asst. Major Permits Processing Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District Plan,
Division of Coastal Management
SUBJECT: Major Permit Request by East Fort Macon Road, LLC "The Pearls Oceanside"
DATE: January 12, 2023
Consistency Determination: The request is consistent with/not in conflict with the Town of Indian Beach
Core Land Use Plan certified by the CRC on November 20, 2007 and amended and certified by the CRC
on May 1, 2019.
Overview: The project site is located at 621 Salter Path Road (along the Atlantic Ocean) and is bordered
by an ocean side mobile home park to the east and the Ocean Club condos to the west. The property is
279,916.56 square feet (6.426 acres) in its entirety, has a shoreline length of 400' and is an average of
25' above NHW. The site contains native oaktrees, typical lawn grasses and shrubs, existing asphalt drives
and a delipidated beach access. The property is also void of coastal wetlands and 404 jurisdictional
wetlands.
Applicable AECs are the Ocean Erodible AEC and High Hazard Flood Area, as indicated by Zone VE 12 on
the FEMA Flood Insurance Rate Map. The waters of the Atlantic Ocean are classified as SB and are open
to the taking of shellfish. The substrate in this area is large coarse -grained sand typical of oceans and
inlets. This area has strong tidal currents and shifting sands.
The long-term annual erosion rate in the vicinity of the property is 2.0 feet per year. The total Ocean
Erodible Area for this tract is 180 feet. Because this property is unique it was determined by the Director
of DCM that the development setbacks can be measured from the pre -project vegetation line (the Beach
Management Plan (old static line exception) is more restrictive and more oceanward than the (pre -
project vegetation line). For this tract, the pre -project vegetation line is where the total Ocean Erodible
Area (180') will be measured from.
mumDEQ��
m.��.nx pwry�
North Carolina Department of Environmental Quality I Divislon of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.515.5400

Project Description
The applicant's proposal is to construct 73 mixed use units (59 townhomes and 14 single-family lots with
5000 sf or less homes), associated parking, sidewalks, three beach accesses, boardwalk, pool with bath
house, public water connections, retaining wall and sewer extensions for connections. The total land
area combined is 279,916.56 square feet (6.426 acres), however only 250,905.6 square feet (5.76 acres)
of property would be disturbed.
According to the applicant, the proposal to construct the mixed -use development would result in a
density of 11.36 units per acre and the total percentage of impervious coverage within the AEC would be
26.30% (low density with pre-88 impervious). The proposed method of sewage disposal would be
connection lines to an offsite wastewater system on the northern tract across highway 58. The drinking
water supply source would be the West Carteret Water Supply.
The applicant is proposing 14 single family lots along the south side (oceanside) of the tract. The single-
family structures would meet the minimum 60' setback from the pre -project vegetation line, would be
5000 sf or less (actual dimensions not given and would not include unenclosed porches or decks), three
stories over parking and a maximum height of 100' from grade. Each lot would have a 500sf or less shore
parallel 10' wide deck area at the pre -project vegetation line that would connect to two common area
boardwalk locations for the HOA along the east and west side of this area. All decking would be elevated
and unenclosed.
They are also proposing three 6' wide beach accessways (west side, middle and east side of tract) that
would begin at the pre -project vegetation line and extend oceanward. The beach accesses would
terminate at the first line of stable natural vegetation.
Infiltrating permeable pavers are proposed for all drives, and parking spaces within the development. All
parking would meet a minimum distance of 120' from the pre -project vegetation line and start landward
of the single-family lots.
The applicant is proposing a total of 59 townhomes with 7 of those (15& 16, 69-73) to start 155' from
the pre -project vegetation line along with the pool and bathhouse.
The remaining townhomes, private sidewalks, parking, retaining walls and HOA common areas are
located outside of the total AEC Area (180') as well as 210'+ landward of the pre -project vegetation Line.
Anticipated impacts:
Grading, filling and development of the properties would result in the disturbance of approximately
250,905.6 ft2 (5.76 acres) of high ground. The development would result in 26.30% (low density with
pre-88 impervious) of impervious coverage within the AEC.
Basis for Determination:
The project site is located in Carteret County and is subject to the 2007 Town of Indian Beach Core Land
Use Plan. The Future Land Use Map (FLUM) designates the site as Multi -Family Residential. Additionally,
the site is identified as part of the Salter Path Maritime Forest a Significant Natural Heritage Area.
The Multi -Family Residential future land use category is defined as follows (pg. 128)
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City office 1 400 Commerce Avenue I Morehead City, North Carolina 211557
u a ate+ D 252,515.5400

The multi family district reflects existing and future multi -family development throughout the town's
corporate limits. As has been discussed, there is a significant trend within town whereby all mobile home
parks and campgrounds are being converted to group housing or multi -unit development. All areas
depicted on the Future Land Map as multi family either fall within the B-1 or RR zoning district. Under
either of these districts, multi family housing is permitted. The density within these areas is defined under
the town's Group Home Ordinance. This ordinance requires all proposed multi -unit developments to
submit preliminary site plans that the Town Board must review and approve. The town has established
specific regulations targeted at these developments which are outlined in the Group Home Ordinance.
Within the multi -family district, an average of 16 units per acre (depending on the number of bedrooms
proposed per unit) will be allowed, with a maximum building height of 100 feet. Redevelopment of these
areas has already begun and is expected to continue. These densities may be affected by two factors: the
presence of Outstanding Resource Waters (ORW) adjacent to the site, or the need for large portions of
land needed for package treatment plant drain and repair fields. One significant issue related to these
developments is wastewater treatment and stormwater management. The town will rely on oversight
from both NCDENR and the Carteret County Health Department to ensure that facilities are adequate to
support permitted densities within these developments.
Allowable density -16 units per acre
Maximum building height - 100feet
Preferred uses - multi -family housing, recreational areas (Association Run), entertainment
complexes, restaurants
Uses to be discouraged - industrial uses, marinas, public right of way improvements
Applicable or related policy includes the following:
P.17, pg. 105: Except as otherwise permitted in this plan, residential, multi-family/mixed use, and
office/institutional development should not be supported in natural heritage areas, conservation areas,
or coastal wetlands. Residential and commercial development which meets 15A NCAC 7H (complies with
state and federal environmental regulations) use standards will be allowed in estuarine shoreline,
estuarine water, and public trust areas.
P.46, pg. 115: The town supports the guidelines of the Coastal Area Management Act the efforts and
programs of the North Carolina Department of Environment and Natural Resources, Division of Coastal
Management, and the Coastal Resources Commission to protect the coastal wetlands, estuarine waters,
estuarine shorelines, and public trust waters of the town.
AM o Q
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.5155400

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D46A453C79
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
East Fort Macon Road, LLC
ATTN:Fred Bunn
2231 Nash Street NW, Suite D
Wilson, NC 27896-1786
fredbunn (@fmb-inc.com
NORTH CAROLINA
Environmental Quality
February 27, 2023
Subject: Approval of Individual 401 Water Quality Certification
The Pearls Oceanside
USACE Action ID. No. SAW-2022-02755
Dear Mr. Bunn:
D W R # 20230147
Carteret County
RECEIVED
MAR 28 2023
MP SECTION
DCM MHD CITY
Attached hereto is a copy of Certification No. WQC005689 issued to Fred Bunn and East Fort Macon Road,
LLC, dated February 27, 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.
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.
North Carolina Depa naent ofEmiromnental Quality I Division of Water Reaolneea
127 Cardinal Drive Ext. I Wilmington, North Camlinh 28405
csac�^^ 910,796.7215

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
D W R# 20230147
Individual Certification #WQ0005689
Page 2 of 15
Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Water Quality Certification fort he 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. 143-215.5].
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,
Morelia Sanchez -King
Regional Operations Supervisor RECEIVED
Electronic cc: Ginger Turner, consultant MAR 2 8 2023
Sarah Hair, USACE Wilmington Regulatory Field Office
Todd Bowers, EPA MP SECTION
DWR 401 & Buffer Permitting Branch Electronic file DCM MHD CITY
Filename: 20230147_the Pearls—E. Fort Macon_IWQC_CartCo_Feb.23
D_E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707,9000

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DWRff 20230147
Individual Certification #WQC005689
Page 3 of 15
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC005689 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 Fred Bunn and East Fort Macon Road, 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 December 22, 2022, subsequent information received on February 21, 2023, and
by Public Notice issued by the Division of Coastal Management on December 14, 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 are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
(units) Permanent
Amount Approved
(units) Temporary
Plan Location or
Reference
404 Wetlands-
Project narrative,
Riverine Swamp Forest
CAMA field
investigation report,
Driveway Entrance
0.0724 acres
N/A
revised wetland maps
(approx. 3,155 sq ft)
Sheets C1, C4, and C8
dated 2/1/2023 and
updated CAMA app
forms received on
2/21/2023
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. 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 .0505(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. RECEIVED
MAR 2 8 2023
North Carolina Department of Environmental Quality I Division of Water Resources MP SECTION
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 2769K41617MHD CITY
919 707.9000

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
D W R# 20230147
Individual Certification #WQC005689
Page 4 of 15
2. 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.
3. 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 INC 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 026 .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.
4. If this Water Quality Certification is used for utility related impacts, then the following Activity
Specific Conditions shall apply to those impacts.
a. 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 021-1.0506(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 30 feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) D
Justification: A project that affects waters shall not be permitted unless the exis ENE
and the water quality to protect such uses, are protected. In determining that t e proposed
activity will comply with state water quality standards (including designated uses,ani$ u
D North Carolina Department of Enrironmental Quality I Division of Water Resources Mp SECTION
E Q
512 North Salisbury Street 1 1617 Mail Serve Center I Raleigh, North Carolina 27699.1617 DCM MHD CITY
��� 919.707.9000

DocuSign Envelope ID: C7D7B434-8950-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DW R# 20230147
Individual Certification #WQC005689
Page 5 of 15
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 CIA" VED
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that a e
D MAR S '073
North Carolina Department of Eni ronmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
� 919.707.9000 VI SECTION
""'"'" DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DW R# 20230147
Individual Certification #WQC005689
Page 6 of 15
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 021-1.0506(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 afterthe 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 ontidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
5. 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 pollutiorRECEVVE
any best use on a short-term or long-term basis.
D_E Ql� North Carolina Depanment of Environmental Quality I Division of Water Resources
MAR 2 8
512 North Salisbury Street 1 1617 Mail Sciv ice Center I Raleigh, North Carolina 27699-1617
919.707.9000 MP SECTION
""""r" ""° "°"""�� DCM MHD CITv

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DWR# 20230147
Individual Certification #WQC005689
Page 7 of 15
6. 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; I5A 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.
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 (HOW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in 1SA
NCAC 04B .0124, Design Standards in Sensitive Watersheds.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCACO2B .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 res}ENED
D North Carolina DepanmentofEnvironmentalQuality I Division of Water Resources MAR 2 8 20l.3
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
m\ 919.707.9000 MP SECTION
V DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DW R# 20230147
Individual Certification #WQ0005689
Page 8 of 15
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.
8. 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 021-1.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .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.
9. 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.
10. If the project is covered by NPDES Construction Stormwater Permit Number NCGOPEGENED
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
D_E Q'� North Carolina Department of Environmental Quality I Division of Waler Resources
MAR 2 S
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh. North Carolina 27699-1617
m� 919.7079obo MP SECTION
DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79 The Pearl Oceanside- East Fort Macon Road, LLC
DW R# 20230147
Individual Certification #WQC005689
Page 9 of 15
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.
11. All work in or adjacent to streams shall be conducted so that the flowing stream does not come
in contact with the disturbed area. Approved best management practices from the most current
version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (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.
12. In -stream structures installed to mimic natural channel geomorphology such as cross -vanes,
sills, step -pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC 02H .0505(b); 15A NCAC 02H .0507(c) RECEIVED
MAR 2 8 2023
D ��� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 MP SECTION
W "�...�- 919.7079000 DOM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DWR# 20230147
Individual Certification #WQC005689
Page 10 of 15
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that in -stream structures
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
13. 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.
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 harcR�ITEIVED
D E Q�� North Ca olina Department ofEneiromnemal Q ality I Division of Water Resources MAR 2 8 -
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.7079000 MP SECTION
DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DW R# 20230147
Individual Certification #WQ0005689
Page 11 of 15
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.
14. Bridge deck drains shall not discharge directly into streams or wetlands. Stormwater shall be
directed across the bridge and pre-treated through site -appropriate means to the maximum
extent practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.) before
entering streams or wetlands.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that in -stream structures
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
15. 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.
16. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
Citation: 15A 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 wildURErCE1 V�t,
ED
Q� North Carolina Department of Environmental Quality I Division of Water Resources MAR O S `N3
D_� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919,707,9000
MP SECTION
DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
D W R# 20230147
Individual Certification #WQC005689
Page 12 of 15
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.
17. All proposed and approved temporary fill and culverts shall be removed and the impacted area
shall be returned to natural conditions within 60 calendar days after the temporary impact is no
longer necessary. The impacted areas shall be restored to original grade, including each
stream's original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b),,15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
remaining surface waters or wetlands, and any surface waters or wetlands downstream,
continue to support existing uses after project completion.
18. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
shall be installed as outlined in the most recent edition of the North Carolina Sediment and
Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or
the North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use
of this Certification.
Citation: 15ANCACO2H.0506(b); 15ANCACO2H.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.
19. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Placement of rip -rap or other approved materials
shall not result in de -stabilization of the stream bed or banks upstream or downstream of the
area or be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation
of standards, or would result in secondary or cumulative impacts. RECENED
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
MAR 2 8 20
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
a ,\ / 919.707.9000 MP SECTION
�� DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79 The Pearl Oceanside- East Fort Macon Road, LLC
D W R# 20230147
Individual Certification #WQC005689
Page 13 of 15
20. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except
in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
Citation: 15A NCAC 02H .0505(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0201
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if 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.
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.
Citation: 15A NCAC 02H .0505(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .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 of fish, 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 02B .0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected; populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
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
RECEIVED
D � Q19 North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 MAR 2 8 1,023
919 707.9000
MP SECTION
DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
DW RN 20230147
Individual Certification #WQC005689
Page 14 of 15
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.5143-215.85(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)
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 021-1.0506(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)]
RECENED
North Carolina Department of Environmental Quality I Dmsionof Water Resources MAR 2 " 20P
D E Q�� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, Nonh Carolina 27699-1617
^� 919.707.9000 MP SECTION
- v DCM MHD CITY

DocuSign Envelope ID: C7D7B434-895D-48EC-A6E2-D6D4BA453C79
The Pearl Oceanside- East Fort Macon Road, LLC
D W R# 20230147
MSK/hs
Individual Certification #WQC005689
Page 15 of 15
This, the 27th day of February 2023
Em
DocuSignetl by:
6rdt& s ,l,_�„"
E3ABA14AC7DC434...
Morella-Sanchez-King
Regional Operations Supervisor
North Carolina Department of EnviroiSera Quality Division Water Resources
Maila
512 North Salisbury Street 11617 Mail
Scn iCenterCeer I Raleigh., North Carolina 2]699-1617
919707 9000
RECENED
MAR 2 S 2023
MP SECTION
DCM MHD CITY

RECEIVED
APR 2 7 2023
x 1 MP SECTION
�q DCM MHD CITY
North Carolina Wildlife Resources Commission
Cameron Ingram, Executive Director
MEMORANDUM
TO: Cameron Luck
RECEIVED
Division of Coastal Management
North Carolina Department of Environmental Quality
SECTION
FROM: Maria T. Dunn, Coastal Coordinator
MP
DCM MHD CITY
Habitat Conservation Division
DATE: April 27, 2023
SUBJECT: CAMA Dredge/Fill Permit Application for East Fort Macon Road, LLC, The Pearls
Oceanside, Carteret County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the permit
application with regard to impacts on fish and wildlife resources. The project site is located at 1621 Salter
Path Road, adjacent the Atlantic Ocean in Salter Path, NC. Our comments are provided in accordance
with provisions of the Coastal Area Management Act (G.S. I I3A-100 through 113A-128), as amended,
Sections 401 and 404 of the Clean Water Act, as amended, the Endangered Species Act of 1973, as
amended (16 U.S.C. 1531 et seq.), the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661 et seq.), the Magnuson -Stevens Fishery Conservation and Management Act (FCMA), as
amended (16 U.S.C. 1801 et seq.), and the Migratory Bird Treaty Act (16 U.S.C. 703-712 et seq.).
The applicant proposes to develop a mixed townhouse and single-family development impacting 5.76
acres of the 6.426-acre "Salter Path Family Campground Ocean Side" development. The tract has been
vacant since 2012 with previous impervious areas retraining in place. Impervious coverage within the
AEC would be 26.30%. Sewage disposal would be across NC Hwy 58 at the "The Pearls Soundside". The
14 single family lots would meet the 60' ocean setback. Ocean front lots would have 500 ft2 or less of
elevated decking within the ocean hazard setback. A 10' wide parallel to shore deck will be aligned along
400' of ocean shore, connecting to two common area boardwalk locations for the HOA along the east and
west side. Three 6' beach accessways would begin at the pre -project vegetation line and extend
oceanward. The beach accesses would terminate at the first line of stable natural vegetation. Infiltrating
permeable pavers are proposed to aid in stormwater treatment. Fifty-nine townhomes will be constructed
with seven of those sited 155' from the pre -project vegetation line. The Atlantic Ocean at this location is
classified SB by the Environmental Management Commission. The ocean shore at the project location is
designated by the US Fish and Wildlife Service (USFWS) as critical habitat for Loggerhead sea turtles
(Caretta caretta) and proposed critical habitat for Rufa Red Knot (Calidris canutus rufa).
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

w
t At

Page 2
The NCWRC has reviewed the permit application and overall does not object to the upland development
of the previously developed site. However, we are concerned with the presentation of the "static
vegetation line", "first line of stable natural vegetation" (FLSNV), and approximate "normal high water
line" (NHWL). Within the original application a 2004 aerial with the "Salter Path Family Campground
Ocean Side" overlay was included. This indicated the FLSNV was positioned well within bare sand. The
NCWRC has discussed with staff from NCDCM and believes the FLSNV is more aligned with the
terminus of the existing beach access and the NHWL is more aligned with the FLSNV as presented on the
2004 aerial. Our concerns are two -fold. One is the setback for development may have been set based on
poorly represented lines on a plan. The second is the positioning of the 400' long 10' wide deck and
landing of the three access stairs appear to be rather far forward along the beach profile based on the static
vegetation and FLSNV lines and narratives provided within the application package. The forward
extension of structures on beaches designated as critical habitat is especially concerning due to impacts to
nesting and overall habitat use. Due to the designation and proposed designation of this area as critical
habitat for two federally listed species, the NCWRC requests clarification of the vegetation lines and
NHWL.
We appreciate the opportunity to review and comment on this permit application and look forward to
additional information or clarification. If you need further assistance or additional information, please
contact me at [phone] or at [e-mail]
RECEIVED
MP SECTION
DCM MHD CITY
RECEIVED
APR 2 7 202
MP SECTION
DCM MHD CITY

.��.�^:11�:
. I'I .��i �d: y.
/"j"� � � -r _�

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 22, 2022
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Office: 252-515-5416 (Courier 11-12-09)
oreaa. bodnar()NCDENR.gov
SUBJECT CAMA Application Review
Applicant: East Fort Macon Road LLC
Project Location: 1621 Salter Path Road, Carteret County
Proposed Project: Mixed townhomes and single-family development
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by January 19, 2023. If you have any
questions regarding the proposed project, contact Heather Styron 252-515-5417.
when appropriate, in-depth comments with supporting data is requested.
REPLY: x This agency has no objection to the project as proposed. Please see attached coments
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Mark Brown
AGENCY
Public Water Supply
SIGNATURE f�4k.
DATE
1 /3/23
RECEIVED
JAN 03 2023
DCM-MHD CITY
T��North Carolina Department of Environmental QualityIDivisionofCoastalManagement
`®J/ Morehead City Office 1400 Commerce Avenue I Moorehead City, North Carolina 28557
/� 252.808.2808

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
1 /3/23
To: Gregg Bodnar, Assistant Major Permits Coordinator
From: Mark Brown, NC Public Water Supply, Wilmington Regional Office
Subject: CAMA Application Review
Applicant: East Fort Macon Road LLC
Project Location: Carteret County
Proposed Project: Mixed townhomes and Single-family development
Please forward the following comments to the applicant:
If applicant plans to conduct any work (re -location, installation, extends utilities, etc...) involving the public
water supply system per Title 15A Subchapter 18C Section .0301 Rules Governing Public Water Systems, Plans
and Specifications should be submitted and approved by the Public Water Supply Section for all new
waterlines prior to construction beginning. Please also be aware of our separation requirements in regards
to water/sewer according to 15A NCAC 18C Section.0906 Rules Governing Public Water Systems. Checkwith
the local water system for cross -connection requirements for this project. Public Water Supply Section
guidelines are listed in Appendix B, Figure 2 in the Rules Governing Public Water Systems but the water system
may have additional requirements.
Feel free to call us at [phone], if you have additional questions
D
North Carolina Deprnnentof Enrironmental Quality I Division of Waver Resources
Wihninglon Regional Office 1127 Cardinal Drive Ext, I Wilmington, Nonh Carolina 28405
910.796 7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: East Fort Macon Road, LLC (The Pearls Oceanside) C/O
The Cullipher Group
2. LOCATION OF PROJECT SITE: Located at 1621 Salter Path Road in Salter Path,
Carteret County. Longitude: 76°53'52 Latitude: 34°41'04
INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 12/14/2022
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 11/9/2022
Application Complete- 12/6/2022
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County dated certified 2/7/22
Land Classification from LUP — Municipalities/Conservation
(B) AEC(s) Involved: Ocean Hazard Area
(C) Water Dependent: (no)
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing — Private onsite wastewater system on northern
tract
Planned - None
(F) Type of Structures: Existing — existing asphalt drive, fence and old dilapidated
beach access.
Planned — 73 mixed use units (59 townhomes and 14
single-family lots with 5000 sf or less homes), associated
parking, sidewalks, three beach accesses, boardwalk, pool
with bath house, public water, retaining wall and sewer
extensions
(G) Estimated Annual Rate of Erosion: 2.0'
Source — N/A
HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) High Ground _F
N/A
250,905sf
N/A
(5.76 acres)
(D) Total Area Disturbed: 250,905ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: yes
8. PROJECT SUMMARY:
The Pearls Oceanside project is proposed as a mixed townhouse and single-family
development on the old "Salter Path Family Campground Ocean Side" in Salter Path,
Carteret County. The tract has been vacant since 2012 and currently has native trees, an

Field Investigation Report:
East Fort Macon Road, LLC
"The Pearls Oceanside"
Page 02
existing dilapidated beach access and an asphalt drive.
9. Narrative Description
The Pearls Oceanside project is located at 1621 Salter Path Road (along the Atlantic
Ocean) and is bordered by an ocean side mobile home park to the east and the Ocean Club
condos to the west.
The property is 279,916.56 square feet (6.426 acres) in its entirety, has a shoreline length of
400' and is an average of 25' above NHW. The site contains native oak trees, typical lawn
grasses and shrubs, existing asphalt drives and a delipidated beach access. The property is
also void of coastal wetlands and 404 jurisdictional wetlands.
The waters of the Atlantic Ocean are classified as SB and are open to the taking of shellfish.
Carteret Counties Land Use Plan classifies this area as municipality (Indian Beach/Salter
Path) with all AEC's classified conservation. The substrate in this area is large coarse
grained sand typical of oceans and inlets. This area has strong tidal currents and shifting
sands. The property is located within the Ocean Erodible AEC and High Hazard Flood Area,
as indicated by Zone VE 12 on the FEMA Flood Insurance Rate Map.
The long-term annual erosion rate in the vicinity of the property is 2.0 feet per year. The
total Ocean Erodible Area for this tract is 180 feet. Because this property is unique it was
determined by the Director of DCM that the development setbacks can be measured from
the pre -project vegetation line (the Beach Management Plan (old static line exception) is
more restrictive and more oceanward than the (pre -project vegetation line)). For this tract,
the pre -project vegetation line is where the total Ocean Erodible Area (180') will be
measured from.
10. Project Description:
The project (The Pearls Oceanside) is located at 1621 Salter Path Road, adjacent to the
Atlantic Ocean, in Salter Path, Carteret County.
The applicant's proposal is to construct 73 mixed use units (59 townhomes and 14
single-family lots with 5000 sf or less homes), associated parking, sidewalks, three beach
accesses, boardwalk, pool with bath house, public water connections, retaining wall and
sewer extensions for connections. The total land area combined is 279,916.56 square feet
(6.426 acres), however only 250,905.6 square feet (5.76 acres) of property would be
disturbed and therefore would be classified as low density per the applicant.
According to the applicant, the proposal to construct the mixed -use development would
result in a density of 11.36 units per acre and the total percentage of impervious coverage
within the AEC would be 26.30% (low density with pre-88 impervious). The proposed
method of sewage disposal would be connection lines to an offsite wastewater system on
the northern tract across highway 58. The drinking water supply source would be the West
Carteret Water Supply.

Field Investigation Report:
East Fort Macon Road, LLC
"The Pearls Oceanside"
Page 03
The applicant is proposing 14 single family lots along the south side (oceanside) of the tract.
The single-family structures would meet the minimum 60' setback from the pre -project
vegetation line, would be 5000 sf or less (actual dimensions not given and would not include
unenclosed porches or decks), three stories over parking and a maximum height of 100'
from grade. Each lot would have a 500sf or less shore parallel 10' wide deck area at the pre -
project vegetation line that would connect to two common area boardwalk locations for the
HOA along the east and west side of this area. All decking would be elevated and
unenclosed.
They are also proposing three 6' wide beach accessways (west side, middle and east side of
tract) that would begin at the pre -project vegetation line and extend oceanward. The beach
accesses would terminate at the first line of stable natural vegetation.
Infiltrating permeable pavers are proposed for all drives, and parking spaces within the
development. All parking would meet a minimum distance of 120' from the pre -project
vegetation line and start landward of the single-family lots.
The applicant is proposing a total of 59 townhomes with 7 of those (15&16, 69-73) to start
155' from the pre -project vegetation line along with the pool and bathhouse.
The remaining townhomes, private sidewalks, parking, retaining walls and HOA common
areas are located outside of the total AEC Area (180') as well as 210'+ landward of the pre -
project vegetation Line.
The applicant submitted a 401-pre-file request via email on 9/28/2022, submitted to
NCDWR Washington office (express) on 11/8/2022 and to NCDEMLR on 11/4/2022.
11. Anticipated Impacts:
Grading, filling and development of the properties would result in the disturbance of
approximately 250,905.6 ft2 (5.76 acres) of high ground. The development would result in
26.30% (low density with pre-88 impervious) of impervious coverage within the AEC.
Name: Heather Styron Date: 12/21/22 Morehead City

Narrative
The Pearls Oceanside
December 2, 2022
Property Owner & Permittee:
East Fort Macon Road, LLC
Fred M. Bunn, Manager
2231 Nash Street NW Suite D
Wilson, NC 27896-1783
[phone]
Engineer:
151-A Hwy 24
Morehead City, NC 28557
[phone]
The Pearls Oceanside is proposed as a mixed townhouse and single-family development with the construction of fifty-
nine (59) townhomes and fourteen (14) single family lots. The property is 6.426 acres and located at 1621 Salter Path Road In
Indian Beach. No wetlands were located or surveyed on the site.
The existing impervious areas taken from aerials found on both Carteret County GIS, Google Earth and predate NCDEQ
Stormwater regulations. Since there is no existing impervious survey and all campers have been previously removed from the
site, a conservative area (45,473 square feet) is used for the existing impervious area. The site drains both north toward Bogue
Sound, Class SA;ORW and south Into the Atlantic Ocean, Class SB. The design of the project assumes the entire tract drains
toward Bogue Sound. Given the proximity to SA waters a maximum impervious of 12%Is allowed to remain a low -density
project. We have utilized the density calculation method outlined in 15A NCAC 02H .3003(1)(b). This method allows an
additional 28,133 square feet of impervious, however maintaining the low -density permitting option.
Infiltrating permeable pavement for the 1-year 24-hour storm event is proposed for all drives and parking spaces within
the development. Based on the soils report prepared by Land Management Group, approximately 66' of the drive entrance of
does not meet the MDC for infiltrating permeable pavement. This area not receiving credit has been accounted for in the total
built upon area for the development. The table below provides a summary of the existing/proposed impervious areas and
amount of permeable pavement receiving pervious credit.
Drainage Areas
Basin Information
Existing BUA
Drainage Area
-Low Density
(LD 1)
Drainage Area
Total Project
(Entire Site)
Receiving Stream Name
Bogue Sound
Bogue Sound
Bogue Sound
Stream Class
SA/ORW
SA/ORW
SA/ORW
Stream Index Number
20-23-(8.5)
20-23-(8.5)
20-23-(8.5)
Total Drainage Area (sf)
45,473
234,443.95
279,916.95
On -site Drainage Area (sf)
45,473
234,443.95
279,916.95
Off -site Drainage Area (sf)
0
0
0
Proposed Impervious Area (sf)
0
28,133
73,606
Existing BUA (sf)
45,473
0
0
% Impervious Area (total)
100%
12%
26.3%
RECEIVED
DEC 0 6 202Z
DCM-MHD- :"-ITY

Page 2
PM339-19
Impervious Surface Area
Existing BUA
Drainage Area
Low Density
(LD 1)
Drainage Area
Total Project
(Entire Site)
Lot BUA
55,835
Sidewalks (sf)
11,896
Drive (sf)
60,529
Drive (sf)
No Pervious Credit
2,507
Infiltrating Pervious
Pavement (sf)
(60,529)
Pool/Bathhouse (sf)
2,500
Dumpster Pad (sf)
225
Future (sf)
643
Off -site (sf)
Existing BUA (sf)
45,473
Total (sf):
45,473
28,133
73,606
Permeable Pavement Drainage Areas
Basin Information
Permeable
Pavement
(Pi)
Permeable
Pavement
(P2)
Permeable
Pavement
(P3)
Total Drainage Area (sf)
19,393
88,306
23,696
On -site Drainage Area (sf)
19,393
88,306
23,696
Off -site Drainage Area (sf)
0
0
0
Proposed BUA for Design (sf)
17,315
77,407
22,726
Existing BUA (sf)
BUA for Design (total)
89.28%
87.66%
95.91%
Impervious Surface Area
Permeable
Pavement
(P1)
Permeable
Pavement
(P2)
Permeable
Pavement
(P3)
Lot BUA
33,217
10,500
Sidewalks (sf)
1,024
10,249
Infiltrating Pervious
Pavement (sf)
16,066
32,815
11,648
Pool/Bathhouse (sf)
1,126
578
Dumpster Pad (sf)
225
Total (sf):
17,315
77,407
22,726
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in coastal
counties on January 1, 1988, and most recent codified effective January 1, 2017. These regulations are detailed in 15 NCAC
02H.1019 Coastal Counties. These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under Low Density Development per 15A NCAC 02H.1003(2), calculati t�Fjiro)�e4��rs�ty
per 15A NCAC 02H.1003(1)(b) and permeable pavement designed per 15A NCAC 02H.1055.
DEC 0 6 2022
pCNi-ttAHU CITY

Page 3
PM339-19
Erosion and Sedimentation Control Measures
The exiting soils on the site from the NRCS web soil survey consist of the excessively drained soils Newhan-Corolla
complex, Newhan-Urban land complex, and Newhan fine sand with a very small area of poorly drained, frequently flooded
Carteret Sand located at the northwest corner of the tract. The excessively drained soils have high infiltration rates and limited
runoff. The following measures are proposed for the site. If it becomes evident that additional erosion and sedimentation
control measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities
within a certain area will be protected as soon as that activity is complete.
1. Temporary Gravel Construction Entrance —Stone construction entrance will be used to reduce transport of sediment off
site.
2. Sediment Fence —Sediment fence will be utilized as necessary in locations as shown on plans or as deemed necessary by
the engineer to ensure that off -site sedimentation is controlled.
3. Seeding — All disturbed areas will be seeded within 7-14 days following construction in accordance with the seeding
schedule shown on the plans.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap sediment and
prevent from the sediment moving off -site.
Erosion Control Specifications
1. Temporary Gravel Construction Entrance:
a. Clear the area of vegetation and grade for positive drainage.
b. Install geotextile fabric and place stone to the required dimensions.
c. Use 2" to 3" stones, free of fines.
2. Sediment Fence
a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the
manufacturer or supplier as conforming to the requirements in ASTM D 6461.
b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum length of 5 feet
and projections to facilitate fastening the fabric.
c. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a
maximum mesh spacing of 6 inches.
Specifications for Sediment Fence Fabric:
Temporary Silt Fence Material Property Requirements*
Test Material
Units
Supported
Silt Fence
Un-Supported
Silt Fence
Type of Value
Grab Strength
ASTM D 4632
N(Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine Direction
400
450
MARV
(90)
(90)
Permittivity
ASTM D 4491
Sec-1
0.05
0.05
MARV
Opening Size
ASTM D 4751
mm
0.60
0.60
Max.ARV
(US Sieve#)
(30)
(30)
Ultraviolent Stability
ASTM D 4355
`o Retained
Strength
70%After
500h of
Exposure
70%After 500h
of Exposure
Typical
*From Erosion and Sedimentation Control Manual Table 6.62b RECEIVED
DEC 0 6 2C22
DCM—Wifa <_,s-i-Y

Page 4
PM339-19
Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective operations following every runoff
producing rainfall event or at least once per week. Repairs required shall be completed immediately to the dimension
and functions indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when it becomes 0.5 feet deep at the fence. The fence
shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall be fertilized,
reseeded and mulched as necessary according to the Contract documents to establish and maintain a dense vegetative
cover.
Construction Sequence
1. A minimum of48 hours prior to land disturbance contact NCDEQ Land Quality Section at [phone] to schedule a
preconstruction conference.
2. Install stone construction entrance.
3. Install silt fencing at specified locations.
4. Clear and grub the site.
5. Construct retaining walls and begin grading the site and moving dirt on site to fill in lower elevations. Grade the lower
elevations to proposed elevations for construction of temporary sediment traps. Grading and fill operation should limit
undisturbed areas draining offsite.
6. Rough grade site and street, based on varying thicknesses of stone bed. Continue filling remaining portions of the site
to the proposed grades.
7. Rough grade the proposed road. Grade and maintain a maximum 2%slope at pervious pavement subgrade. Locations
that exceed the 2% must achieve the maximum slope by terracing or constructing permanent barriers at terraces.
8. Install utilities. (water, sewer plumbing, septic, electric, etc.)
9. Fine grade site and street.
10. Prepare building pads and begin building construction.
11. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance.
12. Construct concrete edge restraints. Place aggregate bases, thicknesses per the plans and protect the surface of the base
aggregate with permeable geotextile and an additional two inches thick layer of the same base aggregate over the
geotextile in areas of construction traffic. Install observation wells as shown on the plans and provide protection during
construction.
13. Remove stone construction entrance.
14. Once construction traffic has ceased and adjacent soils are vegetated, remove the geotextile and soiled aggregate and
install the remainder of the PICP pavement structure per the plans. If additional construction traffic uses the installed
PICP system, surface must be protected with a woven geotextile and minimum of 2 inches of ASTM No. 8 open -graded
aggregate layer. Upon completion, the area protected shall be vacuumed with a machine capable of removing one inch
of stone from thejoints or until no traces of sediment is present. Fill thejoints again with clean stones and sweep PICP
surface clean. Pavement should be tested to verify infiltration rates
15. Perform final grading, seed and mulch all remaining disturbed areas.
16. Remove silt fence and temporary sediment traps. Regrade any eroded areas and remove any accumulated sediment.
Design Assumptions
RECEIVED
1. Design storm is ten years for erosion control measures.
2. The rational and simple methods used for the design. DEC
0y;M-11who VIiY

Page 5
PM339-19
Coastal Management
Upland development is proposed of fifty-nine (59) townhomes and fourteen (14) single family lots 73, private street
with parking, pool amenity and 10' wide elevated boardwalk along the 400' ocean frontage. Each oceanfront lot is allowed
a maximum of five -hundred square feet of elevated decking within the ocean hazard setback. The portion of ten -foot deck
on each lot shall be included in the maximum 500 sf of elevated decking. Potable water along NC58 is owned by Bogue
Banks Water Corporation and sewer disposal is proposed by the developer as off -site septic. A large septic system to treat
the septic generated from this development and future development is proposed on the north side of NC58. Upland
disturbance is approximately 5.76 acres. There is an existing dilapidated set of stairs proposed to be removed. An
easement is proposed to the non -waterfront lots for access to a proposed ten -foot -wide boardwalk along the Atlantic
Ocean. Three sets of stairs to access the Atlantic Ocean are proposed along the 386' length, extending no further than the
first line of stable vegetation.
LAMA Statements
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best
of my knowledge and belief.
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
RECEIVE®
DEC 06 2022
DCM.-MHD CITY

Rem Mr-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
East Fort Macon Road, Llc
Project Name (if applicable)
The Pearls Oceanside
Applicant 1: First Name
Fred
MI
M
Last Name
Bunn
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2231 Nash Street, NW Suite D
PO Box
City
Wilson
State
NC
ZIP
278961786
Country
Phone No.
252-399-1617 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
The Cullipher Group, PA
Agent/ Contractor 1: First Name
Ginger
MI
Y.
Last Name
Turner
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
151 A NC 24
PO Box
City
Morehead City
State
NC
ZIP
28557
Phone No. 1
252 - 499 -
2166 ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
RECEIVED
NOV n 9 2022
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement3OM_M Iiej GIT

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
1621 Salter Path Road
Subdivision Name
City
State
Zip
Indian Beach
NC
-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Atlantic Ocean & Bogue Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Atlantic Ocean & Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Indian Beach
4, Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
400 ft
6.426 ac
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0'-25.0' ®NHW or ❑NWL
e. Vegetation on tract
sparse grass on open portion of previously existing development and mature live oaks and cedars along the northern
portion of the property
I. Man-made features and uses now on tract
Existing asphalt drives and several existing septic systems that serviced the old campground. Single access to the Atlanic
Ocean.
g. Identify and describe the existing land uses adlacent to the proposed project site.
Ocean Club condominium housing to the west, high density mobile home park on the east, Atlantic Ocean to the south
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
B-1 Mixed Unit Residential Development
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes NNo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes NNo ❑NA RECEIVE
National Register listed or eligible property?
<Form continues on next page> NOV 0 9 2022
DCM-MHD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Private off -site wastewater system on northern tract
o. Describe existing drinking water supply source.
Municipal water by Bogue Banks Water Corp
p. Describe existing storm water management or treatment systems.
No existing stormwater management or treatment systems
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Provide residential units with access to the Atlantic Ocean
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Excavator, backhoe and grader stored onsite during construction.
d.
List all development activities you propose.
Proposed to construct 73 mixed use units, associated parking, public water, private sewer extensions,approximately 400 feet
of 10' boardwalk along the first line of stable vegetation and three accesses to the ocean.
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 5.76 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ❑No ®NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
No piped discharges exist or proposed on the project site. Waterside of buildings sheet flow to Atlantic Oceanl
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j.
Is there any mitigation proposed? ❑Yes []No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
110v © 9 zo��
beINI-MHE)
. Y
252-808.2808 .. 1-888-4nCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Oceanfront Parcel I, LLC Phone No. 480-476-9731
Address 4717 E. Patrick Lane, Phoenix, AZ 85050
Name The Ocean Club Condominium Owners' Association, Inc. Phone No.
Address 8101 Emerald Drive, Suites B & C, Emerald Isle, NC 28594
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date, 11 2i� Print Name Ronald D. Cullipher, PE, Consultant, T^heeCCullipher Group, PA
Signatu G(Zy g
Please indicate application attachments pertaining to your proposed project. 3
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts RECEIVED
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
NOV 0 9 2022
DCM-MHD CITY
252-808.2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
73 mixed use residential units
c. Density (give the number of residential units and the units per
acre).
73 units;11.36 units/acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No DNA
(h) If yes, list the date submitted: 11/4/22
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A -no restriction on oceanfront
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
26.30% (low density with pre-88 impervious)
j. Describe proposed method of sewage disposal.
Private off -site proposed on tract north of INC 58
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Waterside of buildings sheet flows to Atlantic Ocean
b. Number of lots or parcels.
73 lots
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
5.76 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete or asphalt entrance, permeable pavement such
as pavers and pervious asphalt
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes [--]No DNA
(ii) If yes, list the date submitted: Project submitted to NCDEQ
Washington Office (Express) accepted 11/8/2022
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[--]Yes ®No ❑NA
If yes, attach appropriate documentation.
RECEIVED
Nov 0 9 2022
DCIl, CITY
252-808.28082 :: 1-888-4RCOAST :: www.nccoastatmanagement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Services to be provided by Bogue Banks Water Corp
o. When was the lot(s) platted and recorded?
n/a
�° �
Date' -
The Pearls Oceanside
Project Name
Ronald D. Cullipher, PE - Consultant, The Cullipher Group, PA
Name
C', ppli nc�t Signature
n. (i) Will water be impounded? ❑Yes NNo ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
NYes ❑No ❑NA
RECEIVED
NOV © 9 LG22
Mvi-MFID C"ITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

OCEAN HAZARD AEC NOTICE
Project is in an: X Ocean Erodible Area X High Hazard Flood Area Inlet Hazard Area
Property Owner: East Fort Macon Road, LLC
Property Address: 1621 Salter Path Road, Indian Beach, North Carolina
Date Lot Was Platted: unknown
This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as storms, erosion
and currents. The rules of the Coastal Resources Commission
require that you receive an AEC Hazard Notice and
acknowledge that notice in writing before a permit for
development can be issued.
The Commission's rules on building standards, oceanfront
setbacks and dune alterations are designed to minimize, but not
eliminate, property loss from hazards. By granting permits, the
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for future damage to
the development. Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that stmcmres be
relocated or dismantled if they become imminently threatened
by changes in shoreline configuration. The structure(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened, and in any case upon its collapse or
subsidence.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long -tern
average ocean erosion rate for the area where your property is
located is 2 feet per year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could trove as much as
60 feet landward in a major storm.
The flood waters in a major storm are predicted to be about
11 feet deep in this area.
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures. Hard erosion control
structures such as bulkheads, seawalls, revetments, groins, jetties
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature, the application will not be complete.
Property Owner's Signature Da�
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive storms and
erosion. Permits issued for development in this area expire on
December 31 of the third year following the year in which the
permit was issued. Shortly before work begins on the project
site, the Local Permit Officer must be contacted to determine the
vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance, and the
proposed development can still meet the setback requirement,
the LPO will inform you that you may begin work. Substantial
progress on the project must be made within 60 days of this
setback determination, or the setback must be re -measured.
Also, the occurrence of a major shoreline change as the result of
a storm within the 60-day period will necessitate re -
measurement of the setback. It is important that you check with
the LPO before the permit expires for official approval to
continue the work after the permit has expired. Generally, if
foundation pilings have been placed and substantial progress is
continuing, permit renewal can be authorized. It is unlawful to
continue work after permit expiration.
For store information, contact:
Brad Connell
Local Permit Officer
400 Commerce Street, Morehead City, NC 28557
Address
NC Coastal Management -Morehead
Locality
252-204-4427
Phone Number
RECEIVED
Nov o 9 2c22
DCM-MHD CITY
Revised May 2010

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RECFIVE®
NOV 0 9 2022
DCM-MHD CITY

LIMITED LIABILITY COMPANY ANNUAL REPORT
1/6/2022
NAME OF LIMITED LIABILITY COMPANY: Fact Fnrt Marnn Rnarf I
SECRETARY OF STATE ID NUMBER: 1535334
REPORT FOR THE CALENDAR YEAR: 2022
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT:
2. SIGNATURE OF THE NEW REGISTERED AGENT:
STATE OF FORMATION: NC
SOSID: 1535334
Date Filed: 8/30/2022
Elaine F. Marshall
North Carolina Secretary of State
CA2022 242 00592
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2231 Nash St NW Ste D
NC 27896 Wilson
SECTION B: PRINCIPAL OFFICE INFORMATION
2231 Nash St NW Ste D
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Real Estate
NC 27896 Wilson
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE
4. PRINCIPAL OFFICE STREET ADDRESS
2231 Nash St NW Ste D
NC 27896 Wilson
Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS lgr
r
[it
2231 Nash St NW Ste D
Wilson, NC 27896 Wilson
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Fred M Bunn
NAME:
TITLE: Manager TITLE:
ADDRESS:
2231 Nash St NW Ste D
Wilson, NC 27896 Wilson
ADDRESS:
EC'E11<I-D
NOV 0 9 ?P?
NAME: ®GM-MHD CITY
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be Completed in its entirety by a person/business entity.
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
DATE
Fred M Bunn Manager
Pnnt or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

From: Ginaer Turner
To: 401 PreFile(dncdenr.aov
Cc: Ron Cullioher; Ginaer Turner
Subject: 401/Buffer Pre -filing Meeting Request
Date: Wednesday, September 28, 2022 7:52:00 AM
Please fill out the following information:
Project Name: The Pearls (Oceanside)
County: Carteret (Indian Beach) — PIN 6334.09.16.7919
Applicant Name: East Fort Macon Road, LLC
Applicant Email: fredbunnofmb-inc corn
Project Name: The Pearls (Soundside)
County: Carteret (Indian Beach) — PIN 6334.05.17.5958
Applicant Name: East Fort Macon Road, LLC
Applicant Email: fredbunn(WI[mb-inc.com
**Please note that multiple projects may be submitted within the same email by supplying all
the above information for each project.
***In the event your email is not allowing auto -responses, please save a copy of your sent
email for your records and if necessary use that copy in application/form submittal.
RECc1VED
NOV 0 0 2022
OCIVi4VlHID CITY

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REVISIONS:
No. BY DATE DESCRIPTION
CAMA CROSS SECTION THRU PROJECT
THE PEARLS
INDIAN BEACH, CARTERET COUNTY NORTH CAROLINA
CLIENT: EAST FORT MACON ROAD, LLC
DESIGNED:
RDC/GYT
ADDRESS: 2231 NASH ST NW SUITE D
DRAWN'RDC/GYT
CAR �%..
Ow
WILSON, NC 27896-1783
�. .
PHONE: [phone]
CHECKED:
=�•eeoF�_-ssioe,9 11-0.0�
`¢ SEAL
•
APPROVED:
20 10
0 20
40
5 36970 =
HE �'ULs]LsIPH[]Ek �u]I OUP P.A.
GYT
:s.:s��,OO�
WTURVEYII\iEI�VI E$
DATE:
PROJECT
# PM339-1
9
.,,,�R��� ����������.
I
I
lAY 4
D CITY, N.C. 28557
M52)
1212122
CAMA1SCALE
1
_
20I�T_E
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773
[phone] LIdDNOD N0. G�-4482
SCALESHEET
PaF DA'I["']E
1 „= 20'

6
SALTER PATH
..-.
NOTES: CENTERLINE
1. THIS MAP IS NOT FOR RECORDING.
BOGUE SOUND CURVE DATA
2. PROPERTY IS WITHIN 50' OF SURFACE WATERS.
NC HWY 58
VICINITY MAP
o H F
II I \ I
1 1
� TI 11
\ I
1 �
T � '
1 c II 13
r
1 1 _
1 '
O I
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\ RAMP MAY BE
\ I REOUIRED
1 1 1
1
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� 1
1
1
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LEGEND
AC - ACRE MAX - MAXIMUM -
BLDG - BUILDING MBL - MINIMUM BUILDING LINE
BRG - BEARING MH - MANHOLE
BUA - BUILT UPON AREA MIN - MINIMUM
CF - CUBIC FEET N/F - NOW OR FORMERLY
CL - CENTERLINE NHW - NORMAL HIGH WATER
DIP - DUCTILE IRON PIPE NTS - NOT TO SCALE
DW - DRIVEWAY O.C. - ON CENTER
EL - ELEVATION R - RADIUS
E1R - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE
EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY
EX - EXISTING SH - SHEET
FE - FINISHED ELEVATION SIR - SET IRON ROD
FF - FINISHED FLOOR STA - STATION
FT - FEET TC - TOP OF CURB
GV - GATE VALVE TSW - TOP OF SIDEWALK
INV - INVERT TYP - TYPICAL
LF - LINEAR FEET
-■-■- PROPOSED WATERLINE
- - PROPOSED FORCEMAIN 5'SIDEWALK
EXISTING CONTOUR STORMWATERUTILITY/
-s- -
-T PROPOSED CONTOUR PERVIOUS PAVEMENT
-L(�-o- LAND DISTURBANCE LIMITS
-SF -SF- SILT FENCE
SHEET Cl
PROJECT # 339-19-001
DESIGN FILE: 339-19-001/339-19-001 CONSTRUICTIONAgn
FA
3.
PROPERTY IS NOT WITHIN 575 OF HIGH QUALITY WATERS
4.
PROPERTY IS WITHIN FLOOD ZONES - X AND VE(EL12)TAKEN FROM FIRM
LEN
e1
NOR T H
PANEL 6334. MAP NUMBER 3720633400J, DATED 7/16/2003.
RAD
'
5.
BOUNDARY AND TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY PRESTIGE LAND
CH.
i
SURVEYING, ENTITLED TRACT 1. BLOCK A AND TRACT 1. BLOCK B
CH.
ROOSEVEL TESTATES. DATED SEPTEMBER 27. 2005.
LEN
i
6.
ELEVATIONS BASED UPON NCGS MONUMENT "CAR73" ELEVATION 9.12'(NAVD88l.
SIDEWALK WHERE MONUMENT WAS SET NO LONGER EXISTS.
RAD
?
7.
UPDATED EXISTING CONDITIONS. UTILITIES & TOPOGRAPHY SURVEY UNAVAILABLE AS
CH.
°
o
REQUESTED AT TIME OF DESIGN. FIELD ADJUSTMENTS MAY BE REQUIRED.
CH.
8.
ELEVATIONS BASED UPON NCGS MONUMENT "CAR73" ELEVATION 9.12'(NAVD88).
LEN
SIDEWALK WHERE MONUMENT WAS SET NO LONGER EXISTS.
RAD
INDIAN BEACN
TOWN HALL
PINE KNOLL
9.
CONSTRUCTION DRAWINGS BASED ON FINAL SITE DESIGN AND COORDINATION WITH THE
CH.
SNORES
TOWN OF INDIAN BEACH BY RONALD D. CULLIPHER. PE OF THE CULLIPHER GROUP. PA
CH.
AND THE DEVELOPER.
LEN
10.
SITE STAKING INFORMATION IS COMPUTER GENERATED AND SHALL BE REVIEWED AND
RAD
�.
CONFIRMED BY THE PROFESSIONAL LAND SURVEYOR PROVIDING CONSTRUCTION STAKING.
11.
ALL RADII ARE 5' UNLESS NOTED OTHERWISE.
CH.
12.
UNIT WALKS TO BE ADJUSTED AS NEEDED TO ACCESS THE UNIT.
CH.
13.
NO SURVEYING PERFORMED BY THE ENGINEER OF RECORD. BEARINGS AND DISTANCES
LEN
s
ARE COMPUTER GENERATED AND SHALL BE CONFIRMED BY A PROFESSIONAL LAND SURVEYOR.
RAD
"
.,....•
14.
CONTRACTOR TO EVALUATE THE SITE FOR ANY EXISTING SEPTIC SYSTEMS PRIOR TO
CH.
CONSTRUCTION. PROPERLY REMOVE SYSTEM(S) IN IT'S ENTIRETY. BACKFILLING WITH
CH.
ATLANTIC OCEAN
SUITABLE MATERIAL AS REQUIRED.
LEN
15.
EACH OCEANFRONT LOT ALLOWED A MAXIMUM 500 SF OF ELEVATED DECKING SEAWARD OF
RAD
THE OCEANFRONT SETBACK. THE BOARDWALK PROPOSED ALONG THE SOUTHERN PROPERTY
CH.
LINE OF THE OCEANFRONT LOTS SHALL BE INLCUDED WITHIN THE MAXIMUM 500 SF
ELEVATED DECKING FOR EACH LOT. ANY PORTION OF THE BOARDWALK LOCATED WITHIN
CH.
COMMON AREA SHALL NOT CUMULATIVELY EXCEED 500 SF ELEVATED DECKING.
LEN
T
RAD
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11
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SIDEWALK
1
1
113 1,°
11
I
3
STORIES OVER
PARKING
6
73 1
1
, 13
14 7
1
1
,
1
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S9°15'51"E
O
,
303.50
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1
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28
29 30
31
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UTILITY EASEMENT.WIDTH
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1
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PRIVATE
COMPANY
F
17
28
i8
2 STORIES
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1
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24
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21
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DB969 PG282
PIN 6334.09.17.4006
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GTH = 40.07
IUS O = 150.00
LENGTH = 39.95
BEARING = S16°55'04"E
GTH = 27.73
IUS = 22.00
LENGTH = 25.93
BEARING = N26°50'26"E
GTH = 131.33
IUS 0 = 1794.86
LENGTH = 131.30
BEARING = S64°31'44"W
GTH = 129.81
IUS (D= 1794.86
LENGTH = 129.78
BEARING = N68°41'48"E
GTH O = 66.72
IUS = 1794.86
LENGTH = 66.71
BEARING = N71°50'01"E
GTH - 31.42
IUS © = 20.00
LENGTH = 28.29
BEARING = S54°15'24"E
GTH - 31.42
IUS ( = 20.00
LENGTH = 28.28
BEARING = N35°44'09"E
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P1 =
9.5 INCHES
P2 =
21.0 INCHES
1 P2
®
P3 =
17.5 INCHES
KEY PLAN
MINIMUM WATER QUALITY STONE
DEPTH FOR
PERMEABLE PAVEMENTNOT
TO SCALE
SITE DATA
;S (-60, l
TOTAL TRACT AREA = 6.426 AC (279,916.95 SF)
D
NUMBER OF SINGLE FAMILY LOTS = 14 LOTS
�O
NUMBER OF TOWNHOUSE LOTS = 59 LOTS
Z7
TOTAL UNITS = 73 LOTS
O
x
DENSITY = 11.36 LOTS/ACRE
D
SETBACKS:
-I
FRONT = 35'
m
SIDES = 20'
Z
REAR = 60'CAMA SETBACK
O
x
PARKING REQUIREMENT = 2 SPACES PER UNIT
D
PARKING REQUIRED = 146 SPACES
_
N
r
PARKING PROVIDED = 149 SPACES
_
(INCLUDES 2 PER SINGLE FAMILY LOT)
r
O
S
Z
m
N
�
D
STORMWATER DATA
-�
m
m
TRACT AREA = 6.426 AC (279.916.95 SF)
m
EX. BUILT UPON AREA = 45.473 SF
<
m
LOW DENSITY PROJECT AREA = 234.443.95 SF
012%
BUILT UPON AREA = 28.133 SF
m
TOTAL ALLOWABLE BUA = 73.606 SF
RECEIVING STREAM = BOGUE SOUND
CLASS = SA:ORW
O
STREAM INDEX = 20-23-(8.5)
Z
PROPOSED BUILT UPON AREA
INFILTRATING PERVIOUS DRIVES/PARKING = 60.529 SF
CONCRETE SIDEWALKS = 11.896 SF
LOT BUA = 55.835 SF
POOL/BATHHOUSE = 2.500 SF
DUMPSTER PAD = 225 SF
PERVIOUS DRIVE = 2.507 SF (NO CREDIT)
FUTURE
MISC = 643 SF
TOTAL IMPERVIOUS
= 73.606 SF
ATLANTIC
OCEAN
1447A7-?-
R, P,& D, TE-
LOT BUA
LOT tt
BUA
LOT tt
BUA
LOT tx
BUA
LOT st
BUA
1
2200
20
565
39
565
58
565
2
1500
21
565
40
565
59
565
3
1500
22
565
41
565
60
565
4
1500
23
565
42
565
61
565
5
1 1500
24
565
43
565
62
565
6
1500
25
565
44
565
63
565
7
1500
26
565
45
565
64
565
8
1500
27
565
46
565
65
565
9
1500
28
565
47
565
66
565
10
1500
29
565
48
565
67
570
11
1500
30
565
49
565
68
600
12
1500
31
565
50
565
69
585
13
1500
32
565
51
565
70
565
14
2200
33
565
52
565
71
565
15
565
34
565
53
565
72
565
16
1 575
1 35
1 565
54
565
73
565
17
590
36
565
55
565
18
570
37
565
56
565
19
565
38
565
57
565
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
O
O
( OR 1-800-632-4949 )
IT'S THE LAW!
REVISIONS:
No. I BY 17ATE I DESCRIPTION
l I GYT 112121221NOTE •15 (CAVA)
NO WETLANDS
EX IST ONSITE
OCEANSIDE SITE PLAN
THE PEARLS
INDIAN BEACH, CARTERET COUNTY , NORTH CAROLINA
CLIENT: EAST FORT MACON ROAD, LLC DESIGNED:
RDC/GYT
ADDRESS: 2231 NASH ST NW SUITE D DRAWN:
WILSON, NC 27896-1783
RDC/GYT
PHONE: [phone] CHECKED:
�T �j �T P.A.APPROVED:
JMJT�IIHIEE,' <LLLIPHEk gkOUP AGYT
INEERM & OUR-VEYINT $-ER-VI DATE:
151A HIGHWAY 24 10/26/2022
MORDHEAD CITY, N.C. 28557
[phone] LICDNSD NO, C-4482 SCALE:
1 "= 30'

1 1
'i LV
STORMWATER DATA
TRACT AREA = 6.426 AC (279.916.95 SF)
EX. BUILT UPON AREA = 45.473 SF
12% BUIILTTUPONOAREA AR28.1333SF443.95 SF
TOTAL ALLOWABLE BUA = 73.606 SF
RECEIVING STREAM = BOGLE SOUND
CLASS = SA;ORW
STREAM INDEX = 20-23-(8.5)
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
O
O
( OR 1—800-632-4949 )
IT'S THE LAW!
REVISIONS:
SHEET C3
PROJECT # 339-19-001
DESIGN FILE: 339-19-001/339-19-001 CONSTRUCTION.dgn
or
INN PE DATE

DEMOLITION NOTES PER SOILS REPORT NOTES: MAINTENANCE PLAN
1. MINIMUM OF 6" VEGETATED SURFACE DEBRIS TO BE REMOVED 1N AREAS UTILIZED FOR STORMWATER INFILTRATION 1. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE OPERATION
\� TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL I I I \ \ PLAN. THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY THE N.C. FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS REQUIRED SHALL
I \ I I \ \ 2. MINIMUM OF 12" TO 18" DEPTH OF MATERIAL TO BE REMOVED IN LOCATIONS OF HISTORIC RV FILL PADS DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG WITH WRITTEN NARRATIVE BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON THE PLAN.
/ \ I I it AND ROAD BEDS FROM THE OWNER OR ENGINEER AND BE THOROUGHLY FAMILIAR WITH THE REQUIREMENTS.
I 3. ALL HISTORIC SEPTIC SYSTEMS ENCOUNTERED SHALL BE COMPLETEY REMOVED AND PROPERLY DISPOSED. AND REMOVE ACC SHALL INSEDIM NTPECT L EROSION AND RRES RESEED
ERODEDAFTEREAS, MAINTAIN N EVENTS 2.FENCE. THEHFENCALL EESHALLREMOVEDE REPLACEDIOR REPAIREEDND THE MASTNECESSARYFENCING WTONMAINTTAINIT MBARRIERES 0.5 FEET DEEP AT THE
RIP RAPOENERGYUDISSIPDATORDS' AND CLEAR ANY DEBRISELEDAVIHE SITE ONI 1
4. ALL EXCAVATED AREAS MENTIONED ABOVE SHOULD BE BACKFILLED WITH COMPATILE. CLEAN. MEDIUM TO FINE NEIGHBORING ROADS ASSOCIATED WITH THE PROJECT. 3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE SEEDING
1I \ \• \ SAND MATERIAL. 2. MAXIMUM EXTENT LAND DISTURBANCE AREA LIMIT = 8.13 ACRES SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
\ I I
11
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ry LENGTH_= 50' a a o► b , ti ° 1 sz L ,
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\ --- --- - ` \ LAND DISTURBANCE
N/F LIMITS = 5.76AC p O
THE OCEAN CLUB CONDO OWNERS ASSOC
XI / / // /� / PIN 63B34.09.17.4006 o fn m 1
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LEGEND
CONSTRUCTION SEQUENCE
AC -
ACRE
MAX -
MAXIMUM
1.
A MINIMUM OF 48 HOURS PRIOR TO LAND DISTURBANCE CONTACT NCDEO LAND QUALITY SECTION AT [phone] TO
BLDG -
BUILDING
MBL -
MINIMUM BUILDING LINE
BRG -
BEARING
MH -
MANHOLE
SCHEDULE A PRECONSTRUCTION CONFERENCE.
BUA -
BUILT UPON AREA
MIN -
MINIMUM
2.
INSTALL STONE CONSTRUCTION ENTRANCE.
CIF -
CUBIC FEET
N/F -
NOW OR FORMERLY
3.
INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
CL -
CENTERLINE
NHW -
NORMAL HIGH WATER
4.
CLEAR AND GRUB THE SITE.
DIP -
DUCTILE IRON PIPE
NTS -
NOT TO SCALE
5.
CONSTRUCT RETAINING WALLS AND BEGIN GRADING THE SITE AND MOVING ON SITE MATERIAL TO FILL IN LOWER ELEVATIONS.
DW -
DRIVEWAY
O.C. -
ON CENTER
GRADE THE LOWER ELEVATIONS TO PROPOSED ELEVATIONS FOR CONSTRUCTION OF TEMPORARY SEDIMENT TRAPS. GRADING AND
EL -
ELEVATION
R -
RADIUS
FILL OPERATION SHOULD LIMIT UNDISTURBED AREAS DRAINING OFFSITE.
EIR -
EX. IRON ROD
RCP -
REINFORCED CONCRETE PIPE
EDP -
EDGE OF PAVEMENT
R/W -
RIGHT-OF-WAY
6.
ROUGH GRADE SITE AND STREET, BASED ON VARYING THICKNESSES OF STONE BED. CONTINUE FILLING REMAINING PORTIONS
EX -
EXISTING
SH -
SHEET
OF THE SITE TO THE PROPOSED GRADES.
FE -
FINISHED ELEVATION
SIR -
SET IRON ROD
7.
ROUGH GRADE THE PROPOSED ROAD. GRADE AND MAINTAIN A MAXIMUM 2% SLOPE AT PERVIOUS PAVEMENT SUBGRADE. LOCATIONS
FF -
FINISHED FLOOR
STA -
STATION
THAT EXCEED THE 2% MUST ACHIEVE THE MAXIMUM SLOPE BY TERRACING OR CONSTRUCTING PERMANENT BARRIERS AT TERRACES.
FT -
FEET
TC -
TOP OF CURB
8.
INSTALL UTILITIES. (WATER, SEWER PLUMBING, SEPTIC, ELECTRIC, ETC.)
GV -
GATE VALVE
TSW -
TOP OF SIDEWALK
9.
FINE GRADE SITE AND STREET.
INV -
INVERT
TYP -
TYPICAL
10.
PREPARE BUILDING PADS AND BEGIN BUILDING CONSTRUCTION.
LF -
LINEAR FEET
11.
SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 7 DAYS OF LAND DISTURBANCE.
12.
CONSTRUCT CONCRETE EDGE RESTRAINTS. PLACE AGGREGATE BASES. THICKNESSES PER THE PLANS AND PROTECT THE SURFACE
-•-•-
PROPOSED WATERLINE
'
OF THE BASE AGGREGATE WITH PERMEABLE GEOTEXTILE AND AN ADDITIONAL TWO INCHES THICK LAYER OF THE SAME BASE AGGREGATE
5 S I DE WAL K
�-
PROPOSED FORCEMAIN
OVER THE GEOTEXTILE IN AREAS OF CONSTRUCTION TRAFFIC. INSTALL OBSERVATION WELLS AS SHOWN ON THE PLANS AND PROVIDE
DRAINAGE EASEMENTS
PROTECTION DURING CONSTRUCTION.
--s- -
EXISTING CONTOUR
® PERVIOUS PAVEMENT
13.
REMOVE STONE CONSTRUCTION ENTRANCE.
-7-
PROPOSED CONTOUR
14.
ONCE CONSTRUCTION TRAFFIC HAS CEASED AND ADJACENT SOILS ARE VEGETATED, REMOVE THE GEOTEXTILE AND SOILED AGGREGATE
-«Lo-
LAND DISTURBANCE LIMITS
FOW1 OBSERVATION WELL
AND INSTALL THE REMAINDER OF THE PICP PAVEMENT STRUCTURE PER THE PLANS. IF ADDITIONAL CONSTRUCTION TRAFFIC USES THE
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
\» z
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
O
O
( OR 1-800-632-4949 )
IT'S THE LAW!
REVISIONS:
No. BY DAT I DESCRIPTION
l I GYT 112121221COA RFI
OCEANSIDE GRADING, STORMWATER & EROSION CONTROL PLAN
THE PEARLS
INDIAN BEACH, CARTERET COUNTY NORTH CAROLINA
CLIENT: EAST FORT MACON ROAD, LLC DESIGNED:
RDC/GYT
ADDRESS: 2231 NASH ST NW SUITE D DRAWN'
# �N CARO���, WILSON. NC 27896-1783 RDC/GYT
'2400 -1i�1&
ti• PHONE: [phone] CHECKED:
10
SEAL APPROVED:
• •
36970 n Trb n A
(MIN 7 LOCATIONS)
INSTALLED PICP SYSTEM,
SURFACE MUST BE PROTECTED WITH A WOVEN GEOTEXTILE AND MINIMUM OF
2 INCHES OF ASTM NO. 8
$ �; Z-
�111' 111.s�1 "�ill� �®� .
UT
-SF-SF- SILT FENCE
OPEN -GRADED AGGREGATE
LAYER. UPON COMPLETION. THE AREA PROTECTED SHALL BE VACUUMED WITH
A MACHINE CAPABLE OF REMOVING
30 15 0 30 60
��C�/L•, N'�; ••����`,
���i 0, �
E1�T I�TEERINT & OUR-VEYINT $_ER�VI
DATE:
SHEET C4
ONE -INCH OF STONE FROM
AND SWEEP PICP SURFACE
THE JOINTS OR UNTIL NO TRACES OF SEDIMENT IS PRESENT. FILL THE
CLEAN. PAVEMENT SHOULD BE TESTED TO VERIFY INFILTRATION RATES.
JOINTS AGAIN WITH CLEAN STONES
�i�, R Y. ��
�i�pm��utnvo�
I� �7/�'
151A HIGHWAY 24
MORDHSAD CITY, N.C. 28557
10/26/2022
PROJECT#339-19�001
15. PERFORM FINAL GRADING.
SEED AND MULCH ALL REMAINING DISTURBED AREAS.
"=
_ _
_
[phone] LIGIDNSD NO, GI-4482
SCALE:
DESIGN FILE: 339-19-001/339-19�-001 CONSTRUCTION.dgn
16. REMOVE SILT FENCE AND
TEMPORARY SEDIMENT TRAPS. REGRADE ANY ERODED AREAS AND REMOVE ANY
ACCUMULATED SEDIMENT.
SCALE: 1 30'
IN
� _a TURNS
]�a� ����i
1 "= 30'

2-3 1" ,.,ncurn
STONE
6'CONCRETE SIDEWALK
4"THICKNESS
MINIMUM 3000 PSI
PERMEABLE
PAVEMENT
6" 4000PS1 CONCRETE
o
0V°�-$�d ° V°ob°�- 4 "CABC
oo, iJo oar
COMPACTED FILL
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SIDEWALK & PARKING SECTION CONCRETE DUMPSTER PAD
[JOINT SEALER
R i,e,
4„
i,Z•_II_ JOINT FILLER
4500 PSI 3,4' DIAMETER HOLE
DRAINAGE CONCRETE FOR REBAR ANCHORS TRANSVERSE EXPANSION JOINT IN SIDEWALK
ARCHES DRILLED INTO APRON
v v •
I
Le ' 6I o "
IE off
SIDE VIEW END VIEW
SCALE: NOT TO SCALE
CONCRETE PARKING STOP DETAIL
TYP. N0. 78 AGGREGATE
IN OPENINGS
CONCRETE PAVERS MIN. 3-'Q"' 3000PS1 12"'x 12"' CONCRETE EDGE RESTRAINT
THICK FOR VEHICULAR TRAFFIC SET FLUSH WITH PAVERS WITH 2-#5
LONGITUDINAL BARS AND CONTROL JOINTS @ 10'-0" O.C.
TOP EL 8.2
SW CREDIT
e p
N e o 2" THICK WASHED NO. 78
xQ 0000oo00°O�gO000�o0o O AGGREGATE BEDDING COURSE
~� ccD ° 0 0po0 0p 00 0 °�0 o °'
OaR O CPO 0 0 ° 0 0 0 3..
o V O o O 066 s MIN 12'" THICK WASHED NO. 57 STONE
so OOQ�Q o v Q Q�QpOO o_O _ _ N OPEN -GRADED BASE
a a o Q OOOO�Q Q c5 O oO OQOO 12" WIDE GEOTEXTILE ALONG PERIMETER.
a (0 0 �oQOQ°DO QOOQo�ooQ (DONNOT COVER NENTIRE EDOP OFFEBASE)
RB
)TTOM EL6.75 Q O0O O OO O� OO°O°Oo
J SUBBASE EXTENDS BEYOND RESTRAINT
2'SEPARATION TO PROVIDE WORKING PLATFORM FOR
(MIN 1' PER INSTALLATION
SOILS REPORT)
1wT EL4.75 SOIL SUBGRADE (SCARIFIED)
SUBGRADE NOT TO EXCEED 2.0%
SEE TERRACING PLAN
HEAVY DUTY GEOTEXTILE (RECOMMEND MIRAFI
RS280i OR 380i. OR APPROVED EQUAL) PER
MANUFACTURER RECOMMENDATIONS: NOT
RECOMMENDED PER NCDEO
NOTES:
1. PICP SHALL BE INSTALLED BY EXPERIENCED )CPI CONTRACTORS WITH PICP CONSTRUCTION,
INSPECTION AND DETAILING SKILLS.
SCALE: NOT TO SCALE
PERMEABLE INTERLOCKING CONCRETE PAVERS
LOCKABLE CAP FLUSH
WITH SURFACE
6"PERVIOUS CONCRETE PERMEABLE PAVEML>J
OR 4"PERVIOUS ASPHALT
�Q ��°
GooQi)�
"
0
°<<
#57 WASHED STONE
2
2
(DEPTH VARIES. SEE Cl
°01 G�
0�
y
coo
SUBGRADE SLOPED
o�°� °
°0i° RIGID 4"-6"DIA
PERFORATED
AT 2.0% MAX.SEE
TERRACING PLAN
oo,;PVC PIPE
4'-6"UBGIDENTO
SRA
ALTERNATE PERMEABLE PAVEMENT SURFACES
SUBGRADE
7 LOCATIONS (SEE C4)
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
PERMEABLE CONCRETE OBSERVATION WELL
7 5/8
EL 8.75
4" MOTAR
CAP OR OTHERMASTDESIRED
BOND BEAM 2-#5 BARS
D 2 1 /2 "
o D
p JOINT REINFORCEMENT
(NOTE 2)
x
- C7
w
8"MASONRY BLOCK <
v
o i
D 43 V-BARS @ 32"O.C.
° NOTES:
1. DOWELS SHALL BE AT LEAST EQUAL
o IN SIZE AND SPACING TO V-BARS,
SHALL PROJECT A MINIMUM OF 30 BAR
DIAMETERS INTO THE FILLED BLOCK
p� CORES. AND SHALL EXTEND TO THE TOE
OF THE FOOTING. I
2. JOINT REINFORCEMENT CONSISTING OF
9 go. LONGITUDINAL WIRES AND 3/16"
D CROSS RODS SHALL BE PROVIDED AT 8"
FINISHED CENTERS VERTICALLY.
GRADE VARIES o
II ltfrTD #3 X-BARS @ 27"O.0
8" N
EL 5.42 '1' F0 0 0 0 0 0 0 0 0
Q o o o o o o o o o
o 0 0
43 DOWELS @ 32"O.C.
(NOTE 1)
SCALE: NOT TO SCALE
BLOCK RETAINING WALL
SHEET C6
PROJECT # 339-19-001
DESIGN FILE: 339-19-001/339-19-001 CONSTRUCTIONAgn
�000°fig S
SEED BED PREPARATION
000go�0000
LIME----------------------------- 2 TONS/AC
0 00gO0°o v o
cs
10-10-10------------------------- 1,000 LBS/AC
°O_�D,&,eI)�°0Q°
0"Von - o- _
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
r)g�°��o° Z
0 0 00 -
ADDITIONAL ROUGHENING MAY NOT BE REQUIRED EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL
�noo °o° o
CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
° )0<,> oo o
DISCING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR
r°o���t
bo0oo�00�
o
O 6� ooCoO(
C'�jo
BEFORE SEEDING.
o C
TEMPORARY SEEDING MIXTURE
12'MINIMUM
(DECEMBER 1 -APRIL 15)
RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
SCALE: NOT TO SCALE
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
CONSTRUCTION ENTRANCE
JUNE )
B15
AUOGUSTND
(OPRiLEND
15)
GERMAN MILLET--------------- 40 LBS/AC
e,
R'8'
(AUGUST 15- DECEMBER 30)
t'
RYE (GRAIN)---------------------- 25 LBS/AC
4"
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15.
OVERSEED WITH 50LB/AC KOBE.)
GROOVED JOINT IN SIDEWALK
PERMANENT SEEDING MIXTURE
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
TALL FESCUE----------------------
60
LBS/AC
PENSACOLA BAHIAGRASS-------------
50
LBS/AC
NOTE:
A '"y' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
NOTE:
A GROOVED JOINT 1" DEEP WITH '8' RADII SHALL BE
SERICEA LESPEDEZA----------------
30
LBS/AC
A ' y' EXPANSON JONT SHALL BE REQURED WHERE THE
REOUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
KOBE LESPEDEZA-------------------
10
LBS/AC
SIDEWALK JOINS ANY RIGID STRUCTURE.
5' WIDTH
4„
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET OR 15 LB/AC SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
COMMON BERMUDAGRASS-------------- 80 LBS/AC
MULCHING
SCALE: NOT TO SCALE
STRAW(WHEAT OATS BARLEY RYE)----- 1-2 TONS/AC (AFTER SEEDING)
TYPICAL SIDEWALK DETAIL (STRAW QUALITY SHALL BE DRY, UNCHOPPED 8 UNWEATHERED)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING OR A MULCH ANCHORING
CONCRETE DEPTH 6. TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
RAMP 4" SIDE WgLK 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF SWALES 8. DITCHES.
LANDING 4" THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW WITHIN GIVEN CHANNEL. ON CHANNEL
LA 6 SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW AS PREVIOUSLY INSTRUCTED.
NDING
y,
TIME OF APPLICATION
O
8.33% (12:1) MAX RAMP SLOPE
�e
MAX
THE ANGLE FOR GRADED SLOPES
AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE
P
RETAINED BY VEGETATIVE COVER
OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES.
2 O
CROSS SLOPE: 2.00% MAX
y
y
Q� A•
JP�O.y^�
IN ANY EVENT, SLOPES LEFT EXPOSED
WILL. WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY
O3
RAMPS REQUIRE A (4'-0") MINIMUM LANDING
�� �,0'
PHASE OF GRADING, BE PLANTED
OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
DETECTABLE
COVER, DEVICES, RSTRUCTURESFF
CO E DE ICES 0
NT T RESTRAIN EROSION.
SUFFICIENT 0E OSIO
SLOPE of 2.00% WHERE PEDESTRIANS PERFORM
WARNING
���
ACROSS SLOPE NOT TO
TURNING MANEUVERS. SLOPE DRAIN TO DRIVE.
SURFACE 2%
EXCEED 2% ON ANY
MAX
PORTION OF RAMP OR
MAINTENANCE
4OSLOPES
BETWEEN 5%-8.33% AND ELEVATION CHANGES
q' M
TRANSITION TO STREET.
GREATER THAN G" WILL BE PROVIDED WITH
4Mp N
IF GROWTH IS LESS THAN FULLY
ADEQUATE, REFERTILIZE IN THE SECOND YEAR WITH 500 LB/AC
HANDRAILS ON BOTH SIDES OF RAMP
WIDTy
10-10-10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED.
FERTILIZE AND MULCH DAMAGED
AREAS IMMEDIATELY.
SIDEWALK RAMP
2X6 HANDRAIL, ROUTER ALL
CORNERS W/',4' RADIUS 8' 4" CLEAR 2X10 CAP, ROUTERED
2X10 CAP. ROUTERED
W/1'4' RADIUS
2X2 PICKETS @ 4" O.C.
SECURE W/ 2- 48 SCREWS
@ EA. END.TYP. EA. SIDE
2x DECKING. SECURE W/
2- #8 X 2',2' GALV.
DECK SCREWS
2x8 JOIST, MAX.
SPACING 16" O.C.
EX. GRADE
O
10' 0" N
0
0
0
a
>
°
2
Z
0
Q
X
0
6X6 POSTS
SCALE: NOT TO SCALE
W/''q RADIUS
2X6 RAIL, CONT., TYP.
2X4 BLOCKING @ POSTS 8 AT
12" O.C., TO 2X6 RAIL
2X10 GIRDER, EA.
SIDE OF POST
2X2 LEDGER
(8 CROSS BRACES
X- SECTION AT ELEVATED WOODEN WALKWAY
2X10 CAP. ROUTERED
W/1'4' RADIUS
N
w
cr
a
>
z a
O O
Ln
2X2 PICKETS @ 4" O.C.
(NOT SHOWN)
r2XDECKING
2X8 @ 16" O.C.
2-2X10 GIRDER-
W/ 2X2 LEDGER
2-2X6 BANDS W/ -
2X2 LEDGER FOR
STRINGER SUPPORT
6X6 POSTS
6X6 POSTS
VARIES
a
N }
♦ F
ti
w
N
2X12 TREAD J
2X12 STRINGERS
@ 16" 0. C.
PROVIDE 2X8 CROSS BRACES @ EA. LOCATION WHERE BOTTOM OF
FRAMING IS 36" OR MORE ABOVE GRADE. THRU- BOLT W/54' A.B.'S
0
M
EX. GRADE, VARIES
>
a
SEEDING SCHEDULE
NEENAH TYPE R-4826 FRAME
AND GRATE OR EQUIVALENT
�> TI�IIII�III
N U =�1 11=1 I I=
a
w
cr
18"RCP a
IAMETE
x .
p.
MIN 6"
#57 STONE
BEDDING
DROP INLET
NOTE: ALL STORMDRAIN PIPING TO
BE INSTALLED ON MINIMUM 6" CLASS 11
OR HIGHER GRANULAR FILL BEDDING
M8N ROCK DOUGHNUT M8N
NCDOT st5
#57 WASH
OR TEMPORARY INLET
STONE PROTECTION. TYP
(12"MIN THICK)
CLASS B RIPRAP i 1 CLASS B RIP RAP
NCDOT 45 OR -
4"MINIMUM #57 WASH STONE
THICKNESS (12"MIN THICK)
INSTALL REGULAR FLOW SILT SACK SEDIMENT
TRAP AS MANUFACTURED BY ACF ENVIRONMENTAL
(OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND REMAIN I L�
IN PLACE UNTIL ASPHALT PAVEMENT
S COMPLETED.
TEMPORARY INLET PROTECTION
n' n"
2x DECKING
I
°
4X4 POSTS
- 2x8 JOIST, MAX.
SPACING 16" O.C.
�EX. GRADE
\-2X2 LEDGER
\�'-2X10 GIRDER, EA.
SIDE OF POST
X- SECTION AT STEPS WITHOUT PICKETS SHOWN X- SECTION AT GRADE WOODEN WALKWAY
SCALE: NOT TO
WOODEN BOARDWALK
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
r-JWOVEN/NON-PERMEABLE GEOTEXTILE FABRIC TO
ACT AS FLOW BARRIER AT EACH GRADE CHANGE
AND AT THE PERMITTED/UNPERMITTED PERVIOUS
CONCRETE
PERMEABLE PAVEMENT SLOPES (>2•p%1
,=
�E00000�00000C2003o00VARIES 3 "-6WM
Ir___ Iillliiillliiillliiillliiillliiilllii Illiiil
-SUBGRADE SLOPE MAX 2%;
rEXTEND
TES:
LAY WOVEN NON -PERMEABLE GEOTEXTILE FABRIC TO HEIGHT OF HIGH SIDE STONE SECTION.
18" IN BOTH DIRECTIONS TO HOLD IN PLACE.
SCALE: NOT TO SCALE)
............ B„GOWNS 4,,...•'.....'
l Y •. •. •. •.'.'. •. •. •.'.'. •. •.'FORWARD ALONG. -
4� ;.;.. 1•.•;.'...• THE TRENCH_..•�......•1
24„ FILTER
FABRIC CROSS SECTION
VIEW
II II
II II
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE.
CHECK WITH A LEVEL 1F NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE
TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE
FOR A TOTAL OF 4 TRIPS.
q' MIN --� SILT FENCE STEEL POST
JWOVEN WIRE FABRIC
HARDWARE CLOTH
TOP OF SILT FENCE FILTER
MUST BE AT LEAST 1' WASHED STONE
ABOVE THE TOP OF 16"MIN
THE WASHED STONE.';a. °48
Yo°o°opOoo°° 3' FILTER FABRIC
#H4m °°° °Oo°o°�8 00080 0 /APRON ON GROUND
o ° �%o
6'�
f \BURY 6" UPPER EDGE
NOTES: BURY WIRE FENCE AND q" OF FILTER FABRIC
BURY WIRE FENCE.
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. HARDWARE CLOTH APRON IN TRENCH
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. FILTER FABRIC.
AND HARDWARE
CLOTH IN TRENCH.
OUTLET FRONT VIEW STEEL POST SET OUTLET SECTION VIEW
MAX 2' APART MIN
2' INTO SOLID GROUND
SCALE: NOT TO SCALE
SILT FENCE AND OUTLET
CONTINUE RIP RAP
GRAVEL UP SIDES OF SPILLWAY
TOP OF SWALE FACE
-
FLOW LINE
TOP ELEVATION OF STORMWATER
CLASS B
RIP RAP
FLOOD STORAGE 1'
p
�'•� SEDIMENT STORAGE 3
0
STABILIZED AREA
TRAP LENGTH
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN
VIEW)
NOTES:
WEIR WIDTH 4'MINIMUM
1.
CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2.
TRAPS ARE TO BE CLEANED WHEN SEDIMENT STORAGE ZONE IS FILLED,
APPROXIMATELY EVERY
MONTH.
3.
LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT ELEVATION OF
HEIGHT OF
SEDIMENT
STORAGE ZONE.
4.
TRAPS TO BE REMOVED WHEN VEGETATION HAS BEEN ESTABLISHED WITHIN
SWALES.
5.
OUTLETS MUST DRAIN TO STABILZED AREAS.
SCALE:
NOT TO SCALE
I TEMPORARY SEDIMENT TRAP DETAIL I
IN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
0
( OR 1-800-632-4949 )
IT'S THE LAW!
REVISIONS:
No. BY DATE DESCRIPTION
SITE DETAILS
THE PEARLS
INDIAN BEACH, CARTERET COUNTY NORTH CAROLINA
CLIENT: EAST FORT MACON ROAD, LLC DESIGNED:
RDC/GYT
ADDRESS: 2231 NASH ST NW SUITE D DRAWN:
WILSON, NC 27896-1783
RDC/GYT
PHONE: [phone] CHECKED:
APPROVED:
THE OULLIPHM gkOUP P.A. GYT
EN INEERM & OUR-VEYING WRYIM DATE
7 L 151A HIGHWAY 24 �10/26/2022 �tiZc I MORDHDAD CITY, N.C. 28557
[phone] LICDNSD NO, C-4482 SCALE:
DATE1 „= 30'