79-19 MM 2022 Town of Sunset Beach

Permit Class
MODIFICATION/MAJOR
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
79-19
Issued to Town of Sunset Beach 700 Sunset Blvd N. Sunset Beach NC 28468
Authorizing development in Brunswick County at adi. to Sunset Beach and seaward of 3rd
through 13m St. in Sunset Beach , as requested in the permittee's application dated 8/17/21,
including attached workplan drawings (6) Sheets 1-6 of 6 all dated 8/17/21.
This permit, issued on March 4, 2022 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to oe mutt ana vota.
Excavation
11) No excavation shall take place outside of the area indicated on the workplan drawings.
2) Excavation shall not exceed -5 feet with a -I foot over dredge allowance, all below the mean low
water level. In no case shall the depth of excavation exceed the depth of connecting waters.
3) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
(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
December 31, 2025
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.
///Z:
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

L
s 1
Town of Sunset Beach
ADDITIONAL CONDITIONS
Permit No. 79-19
Page 2 of 4
4) In order to ensure compliance with the conditions of this Permit, and in order to ensure that each
proposed excavation event follows the authorized alignment as depicted in the attached workplan
drawings, the permittee and his contractor shall schedule a pre -construction conference with the
Division of Coastal Management, the U.S. Army Corps of Engineers, the N.C. Wildlife Resources
Commission, and N.C. Division of Water Resources prior to the initiation of any dredging or
mobilization activities. In order to facilitate these discussions a complete set of project plans shall be
provided to all listed agencies at the time of each request for a pre -construction conference.
Primary Offload Site - Seaside Rd._
5) Unless specifically altered herein, this permit authorizes one temporary gabion offload ramp, as
indicated on the attached workplan drawings.
6) Placement of fill materials below normal water level shall be limited to one temporary gabion offload
ramp.
7) No open water shall be excavated or filled, even temporarily, outside of the approved temporary gabion
offload ramp alignment.
8) The alignment of the authorized temporary gabion offload ramp shall be verified by a representative of
the Division of Coastal Management.
4) The gabion offload ramp shall be marked at 50-fdot intervals, starting with the landward edge of the
structure and concluding at the terminal end, with yellow reflectors.extending at least three feet above
mean high water.
5) The temporary gabion offload ramp fill material shall consist of clean granite, marl, or broken concrete
with no exposed rebar. The temporary gabion offload ramp shall be of a sufficient size and design to
prevent its movement from the approved alignment by wave or current action. The permittee shall be
responsible for immediate removal of any materials or debris that becomes dislodged or moves outside
the authorized.alignment.
6) The authorized temporary gabion offload ramp shall be dismantled upon the conclusion of dredging
activities authorized under this major modification. All land above mean high water shall be regraded to
preconstruction conditions at the conclusion of dredging activities.
7) The temporary gabion bulkhead located at the secondary offload site is only authorized in the event that
the primary offload site located at Seaside Rd. is not used. In the event that the primary offload site is
constructed but not used, the permittee shall dismantle. the primary offload site before construction of the
secondary offload site can begin.

I
Town of Sunset Beach Permit No. 79-19
Page 3 of 4
ADDITIONAL CONDITIONS
Secondary Offload Site - Cobia St.
8) No open water shall be excavated or filled, even temporarily, outside of the approved temporary gabion
bulkhead alignment.
9) The alignment of the authorized temporary gabion bulkhead shall be staked by the permittee and
verified by a representative of the Division of Coastal Management
10) The temporary gabion bulkhead shall extend a maximum of 7 foot waterward from the waterward edge
of the existing bulkhead at any point along its alignment at the time of construction.
11) The temporary gabion bulkhead fill material shall consist of clean granite, marl, or broken concrete with
no exposed rebar. Temporary gabion bulkhead shall be of a sufficient size and design to prevent its
movement from the approved alignment by wave or current action. The permittee shall be responsible
for immediate removal of any materials or debris that becomes dislodged or moves outside the
authorized alignment.
12) No backfill material is to be placed within 30 feet of the mean high-water level, except that which will
be used to backfill the area behind the permitted temporary gabion bulkhead and the existing bulkhead.
13) The authorized temporary gabion bulkhead shall be dismantled upon the conclusion of dredging activities
authorized under this major modification. The fill material between the existing bulkhead and the
temporary gabion bulkhead shall be removed in concurrence with the temporary gabion bulkhead removal.
Dredge Material Disposal
14) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
15) No dredge material shall be placed within 30 feet of the mean high-water line.
16) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding
waters outside of the alignment of the fill area indicated on the workplan drawing(s).
17) The permittee and/or their contractor shall take all necessary precautions to ensure that the dredge
material is properly contained during transport to the disposal site, and that all the proper coordination
has taken place with the local or state governments to ensure that any damage to public streets caused by
transport of the dredge material has been addressed.
18) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters
and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the permittee shall immediately report it to the National
Response Center at [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.

r _ a
Town of Sunset Beach
ADDITIONAL CONDITIONS
Oyster Relocation
Permit No. 79-19
Page 4 of 4
19) Prior to the initiation of any dredging activities, the permittee shall, in coordination with the Division of
Marine Fisheries, develop and implement an oyster relocation plan. Contact the Division of Marine
Fisheries at [phone] to initiate the required coordination. Notice of satisfactory completion of
relocation efforts shall be provided to the Division of Coastal Management prior to initiation of
dredging.
Sedimentation and Erosion Control
20) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
21) 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.
General
22) 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.
23) All construction debris associated with the removal or construction of the permitted docking facilities
shall be contained within the authorized project area and disposed of in an approved upland location.
24) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project 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 U.S. Army Corps of Engineers has assigned the proposed project Action ID SAW-2019-
01.155.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of 401 Water
Quality Certification #W0004284 and assigned the project DWR Project No. 200201580.
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 $475 was received by DCM for this project.

RED
DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Town of Sunset Beach Major Mod #79-19 COUNTY: Brunswick i)CM-MHL
PROJECT NAME: Town of Sunset Beach Navigation Project
LOCATION OF PROJECT: adjacent to 1503 Canal Dr to 1711 Canal Drive, Anks Creek, Sunset Beach
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 10-11-21 PREFILE DATE: 7-2-21
FIELD RECOMMENDATION: Attached: Yes
FIELD REPRESENTATIVE: MacPherson
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
APPLICATION ASSIGNED TO: Luck
PUBLIC NOTICE REC'D: 10-18-21
ADJ. RIP. PROP NOTICES REC'D:
C) 75 DAY DEADLINE: 12-2521
HOLDS:
MAIL OUT DATE: 10-13-21
To Be Forwarded: N/A
PERMIT FINAL ACTION: ISSUE DENY
DISTRICT OFFICE: WILMINGTON
FEE REC'D: $475 (60/40)021799
END OF NOTICE DATE: 11-8-21
DEED REC'D: Yes
l50 DAY DEADLINE:
STATE DUE DATE: 11-8-21
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YESNO
NOTES
DCM — Field Rep
W %"
INVP_36%
DCM — LUP Consistency Determination
I ZZ
X
Local Permit Officer
Corps of Engineers — Regulatory Branch
DWR-401 Section
�(
DWR —Public Water Supply
DEMLR — Stormwater
DEMLR— Sed and Erosion
DOA — State Property Office
Wildlife Resources Commission
DMF — Shellfish Section
Z 5
X
DMF — Habitat & Enhancement
L
X
DNCR — Archives & History
d 7
DNCR — Natural Heritage Program
NCDOT
NC Dept of Commerce

DCM Coordinator, Gregg Bodnar County:
Cam Luck � ^ `
' v ' O I� Permit #:
WIRO E-MAIL DISTRIBUTION SHEET
Circle on Bio Rep /Permit for:
1 t9 o k 5wyt�ka Gig
Oversize sent:1�,
DCM Offices:
Morehead City: PT (if oversize) via Courier
'cc Gregg, Cam & Amanda on group email w/ bio.narr.app.drawings, deed, comment sheet
'MHC documents (Gregg & Amanda)
Wilmington; Original hard copy
� -- ---------------------------------------------------------------------------
ONLY USACE & DWR /wiro/ Recommendations, PN, Letter w/Site Card, Fee Chart and Agent Authorization
USACE Wilmington: _Lix�der & Carteret Cc): PN, CL, Reports, Split Sheet
use both (,ipi [e-mail] (NH/BR): PN, CL, Reports, Split Sheet _
L r g Currey (NH/BR PN, CL, Reports, Split Sheet _
Div of Water Resources: ..Holley Snider - 401 (BR/NH) PN, CL, Reports, Split Sheet _
�401 (PN/ON): PN, CL, Reports, Split Sheet
Sohn Perry (training) - 401: PN, CL, Reports, Split Sheet _
Div of Water Resources: lsf eri Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet
--------------------------------- --------
----
Marine Fisheries:
-------------------------------
Kim Harding
DCM Planner/WiRO:
v 4fte Christenbury—
Cultural Resources:
Aenee Gledhill -Earley Environmental Review(cri)ncdenroov
Natural Heritage Prog.
iifodney Butler ✓
DCA-Rural Eco. Dev:
✓//Mark Ziegler
NC DOT:
David Harris _
Wildlife Resources:Aaria
Dunn w/Reports
State Property Office:
"Tim Walton DEED
_
�ie Moser _
;a'nda
Hilliard, Real Property Agent (Rio Reports o/nly)
Shellfish Sanitation:
✓Jeremy Humphrey (Bio) /Spanners ler+kins_(pf).�L
�Karon Gupton, Admin,
DEMLR
Public Water Supply:
City of Wilmington:
Enforcement:
_Co. LPO
Agent:
DISTRIBUTED:_
1..,,.,­,,,,,t,
,,hristine Hall - Stormwater Section _
Dan Sams - Land Quality Section
k eidi Cox
-Kathryrf TIf tIfS20}1--
Field Rep: �GLl�ll j�,t a G
�0I1�I-,-)I
RECEIVED
OCT 0 2021
DCM-MHD CITY

DocuSign Envelope ID: 3AB9BD3F-C907-4A7A-AE76-C77565971C37
Town of Sunset Beach Navigation Project
DWR#20020158v4/ W QC0042 84
Page 5 of 7
required at the request of other state and federal agencies and coordinated with these
dredging activities.
3. Turbidity Standard
The Permittee shall adhere specially to 15A NCAC 02B .0220 Tidal Salt Water Quality
Standards for Class SC Waters.(12) pH: shall be normal for waters in the area, which
generally shall range between 6.8 and 8.5 except that swamp waters may have a pH as low
as 4.3 if it is the result of natural conditions; (19) Turbidity: the turbidity in the receiving
water shall not exceed 25 NTU; if turbidity exceeds this level due to natural background
conditions, the existing turbidity level shall not be increased. [15A NCAC 02B .0220]
The Permittee shall conduct the following dredging effluent monitoring:
Samples shall be collected at daily time intervals of one hour after system start-up, midway
of the dredge process (6 hours) and one hour prior to system shutdown assuming a 12 hour
day. The sampling shall be done following the longshore current just beyond the nea.rshore
placement at 1000' and 2000' intervals beyond the discharge point. If the turbidity is above
25 NTU at the 2000' point, a third sample should be taken at the point where the turbidity is
25 NTU and that distance noted in the record.
The Permittee shall maintain a record of the daily equipment calibration and sample results
at the required sampling intervals.
4. Please understand that the waters around your project area have been identified by the
Division of Marine Fisheries as Primary Nursery Area (PNA). Should the need for dredging
within the proposed project area arise in the future, please be aware that new dredging
within a PNA is not permitted under 15A NCAC 02B .0221 as it results in degradation of
water quality standards and therefore is considered a water quality violation.
5. Eastern Channel Area is classified as SA;HQW by the Division of Water Resources (DWR) and
has been determined to be a Primary Nursery Area (PNA) by the Division of Marine Fisheries
(DMF). Please understand that the waters around your project area have been identified as
a PNA, and should requests for dredging within the proposed project area arise in the
future, they will be denied. Please be aware that new dredging within a PNA is not
permitted under 15A NCAC 02B .0220. This activity results in degradation of water quality
standards and is therefore considered a water quality violation. Any turbidity standard
violations of waters going into these creeks are also considered Water Quality Violations.
6. The effluent water from the dredge spoil shall not be released into open shellfish waters
unless Shellfish Sanitation and the DWR Wilmington (910-796-7215) Regional Office is
notified and provide approval prior to the release.
7. 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

DocuSign Envelope ID: 3AB98D3F-C907-4A7A-AE76-C77565971C37
Town of Sunset Beach Navigation Project
D W Rk20020158v4/ W Q0004284
Page 6 of 7
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.
S. 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).
9. 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.
10. 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.
11. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
12. 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

DocuSlgn Envelope ID: 3AB98D3F-C907-4A7A-AE76-C77565971C37
Town of Sunset Beach Navigation Project
D W R#20020158v4/ W QC004284
Page 7 of 7
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law.
13. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this General Certification. A copy of this General
Certification shall be available at the project site during the construction and maintenance
of this project.
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 or CAMA Permit. The
conditions in effect on the date of issuance shall remain in effect for the life of the project,
regardless of the expiration date of this Certification. [15A NCAC 02H .0507(c)]
This, the 91h day of December 2021
DocuSi9ned by:
E
S Z[/oloaiw
949D91BA53EF4E0...
Paul Wojoski, Supervisor
401 & Buffer Permitting Branch
PAW/has

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
October 13, 2021
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck a)NCDENR.eov
SUBJECT: CAMA/Dredge & Fill
Applicant: Town of Sunset Beach
Project Location: Bay area between 1503 & 1711 Canal Drive and between 181h street to the Inlet,
end of Cobia Street and the end of Seaside Drive in Sunset Beach, Brunswick
County
Proposed Project: Major Modification to State Permit No. 79-19; Proposal to re -align the primary
channel and add a secondary channel within the Bay Area adj. to the Town of
Sunset Beach and install temporary structures at two (2) offload sites.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by November 8, 2021. If you have any
questions regarding the proposed project, contact Tara MacPherson at [phone] 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'" Please refer to attached memo for comments
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 Shannon Jenkins
AGENCY NC DMF - Shellfish Sanitation/Recreational Water Quality
SIGNATURE /KcccaL for Shannon Jenkins DATE
1%.- ,?N021
RE
oui 2 5 202,
MP SECTION
DCM - MHD CITY
North Carolina Department of Environmental Quality
I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension
I Wilmington. North Carolina 28405
mov�rut...Ws.,muwM� /� 910.796.7215

ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretary
KATHY B. PAWLS
Director
October 22, 2021
MEMORANDUM
To: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck(a)NCDENR.gov
From: Shannon Jenkins, Section Chief
Shellfish Sanitation & Recreational Water Quality
SUBJECT: CAMA Application Review
Applicant: Town of Sunset Beach
Project Location: Bay area between 1503 & 1711 Canal Drive and between 18th
street to the Inlet, end of Cobia Street and the end of Seaside Drive
in Sunset Beach, Brunswick County
Proposed Project: Major Modification to State Permit No. 79-19; Proposal to re -align
the primary channel and add a secondary channel within the Bay
Area adj. to the Town of Sunset Beach and install temporary
structures at two (2) offload sites
Under the shellfish relocation plan, shellfish in Mary's Creek, Turtle's Creek, South
Jink's Creek and areas known as the Bay Area, the Feeder Canal, and the Finger Canal
will be removed and relocated to an area that is outside of the dredging area, but in the
same general area that has an existing presence of shellfish. The proposed project
areas are in waters closed to shellfishing. Shellfish taken from closed waters should
only be relocated to waters that are also closed to shellfishing. Closure descriptions and
geographic references can be found at
ew/FeatureServer/0/1/attachments/75
OLI 2 5 1021
State of North Carolina I Division of Marine Fish SEUTION
D CITY
3441 Arendell Street I P.O. Box 769 1 Morehead City, Nor n3 2'd557
252-726-7021

DCM Coordinator: Wr"L Permit #: 79-19
DCM Field Offices
Elizabeth City
Morehead City
US ACOE Offices:
Washington:
MAILING DISTRIBUTION SHEET
Washington
Wilmington
-7o
�_ 1Teo 1 'Ifvc ZS46P
(with revised work plan drawings)
(OBJECTIONS )
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Greg Curry (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Washington:
Wilmington:
Wildlife Resources:
Natural Heritage Program
LPO:
Renee Gledhill -Earley at [e-mail]
Heidi Cox (WIRO)
Kim Harding
David Harris
Shannon Jenkins / Sharon Gupton
Tim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Chris Pullinger — 401
Tina Martin - 401
Clif Whitfield (WARO)
Jimmy Harrison
0.
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Holley Snider-401 (Pender, Brunswick, New Hanover)
Johh`Perry — 401 (Onslow, Carteret)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Maria Dunn (WARD)
Rodney Butler
(NCDOT) Travis Wilson

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
"MAJOR MODIFICATION"
APPLICANT'S NAME: Town of Sunset Beach c/o Moffat & Nichol
2. LOCATION OF PROJECT SITE: Town of Sunset Beach Bay Area between 1503 & 1711 Canal Drive
and between 181 street to the Inlet, End of Cobia Street and the End of Seaside Drive on the mainland,
Brunswick County.
Midpoint of Bay Area Channels: Latitude: 33.52'23.48"N Longitude: 78.29'36.97"W
End ofCobia Street: Latitude: 33.52'24.55"N Longitude: 78.29'57.50"W
End of Seaside Drive: Latitude: 33.53'18.49"N Longitude: 78.29'09.89"W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 9/10/21 Applicant Present —No
5. PROCESSING PROCEDURE: Application Received — 8123/21 401 WQC Pre -File Date — 7/2/21
DCM Complete — 10/11 /21 Day 30 for Pre -File — 8/2/21
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Sunset Beach
Land Classification From LUP — Island Residential
(B) AEC(s) Involved: EW/PTA
(C) Water Dependent: Yes
(D) Intended Use: Navigation — Excavation of Bay Area
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — NONE
Planned — NONE
(G) Estimated Annual Rate of Erosion: N/A
Source -
S.
HABITAT DESCRIPTION:
(A) Estuarine Waters
111,000 sq. ft.
2,052 sq. ft.
(Open water)
(temporary
impact)
(B) Oceanfront Beach
(C)) High Ground
600 S% ft. temp.
i pac )
(D) Total Area Disturbed: 113,652 sq. ft. (2.6 Acres)
(E) Primary Nursery Area: No
(F) Water Classification: "SC"
Open: No
PROJECT SUMMARY: The applicant is proposing to re -align the primary channel and add a secondary
channel within the Bay Area adjacent to the Town of Sunset Beach and install temporary structures at two
offload sites.
RECEIVED
0
OCT f 2021
DCM-MHD CITY

Town of Sunset Beach, Jinks Creek c/o Moffat & Nichol Major Mod.
Page 2
9. PROJECT DESCRIPTION:
This is a second major modification request to State Permit No. 79-19. The project area is the Bay Area between
1503 & 1711 Canal Drive and between 1811 street to the Inlet, the end of Cobia Street and the end of Seaside
Drive on the mainland, Brunswick County. The new proposed channel realignment extends the Bay Area primary
channel by approximately 200 ft. along the southern shoreline and adds a secondary channel along the northern
shoreline. The new proposal would add 0.3 acres of open water impact and increase the dredge volume by
approximately 4,700 cubic yards. Both channels are proposed to be excavated to — 6 ft. MLW (- 5 +1). Two
offload sites are proposed with temporary structures. One is located at the end of Cobia Street adjacent to the
Feeder Channel on Sunset Beach and the other is at the end of Seaside Drive on the mainland adjacent to the
A1WW and north of Jinks Creek.
The original project area is on the eastern end of Sunset Beach between the island and Tubbs Inlet. The project is
comprised of 4 man- made canals that connect to a Feeder Channel and a Bay Area to the south. Both the Feeder
Channel and the Bay Area connect to South Jinks Creek. The shoreline of the Finger Canals is stabilized
primarily by bulkheads, with some sections of riprap. The man-made canals border narrow residential lots
heavily developed with single family residences and private docking facilities. The width of the canals is
approximately 90 ft. and there are areas of oysters and coastal wetlands, mostly consisting of Salt Marsh
Cordgrass (Spartina altern j?ora), established along the 3,200 linear ft. project area. The 3,500 linear ft. Feeder
Channel project area is stabilized by bulkheads with undeveloped lots to the north. To the south, the Bay Area is
stabilized primarily by bulkheads, with some rip rap and sparse vegetation including Sea Oxeye and Salt Marsh
Cordgrass. The Bay Area project extends 2,200 linear ft. to the east with widths ranging from 130 ft. in with to
470 ft. nearest the confluence with Jinks Creek. Both the Feeder Channel and the Bay Area connect to the 1,700
linear ft. South Jinks Creek project to the east, which transitions into the Atlantic Ocean through Tubbs Inlet to
the south and to the AI W W to the north.
State Permit No. 79-19 was issued by CRC-VR-20-09 and Permit No. 79-19 was issued on March 3, 2020 for
the excavation of the Finger Canals, Feeder Channel, Bay Area and South Jinks Creek with both upland disposal
and beach fill. The depth of excavation was authorized to — 5 ft. below MLW for Finger Canals and to — 6 ft.
below MLW for the Bay Area and South Jinks Creek. The dredging of the South links Creek area was proposed
to be dredged to a final depth of -6 ft. (- 5 Ft. + 1 ft. over dredge) at MLW in an area measuring approximately
1,750 ft. in length by 100 ft. in width for a total volume of 40,500 cubic yards of material. The proposed template
had a 5:1 slope throughout the dredge footprint. A previous maintenance event of the Finger Canals and Feeder
Channel was conducted under State Permit No. 45-02, which expired on December 31, 2005. The dredging event
authorized the removal of 38,164 cubic yards with excavation to a depth of— 5.2 ft. at MLW, this was the first
maintenance event for the feeder system since State Permit No. 211-85. A Major Modification was issued on
9/10/20 for a nearshore placement are seaward of Sunset Beach between 31 through 131 streets. The placement
of approximately 40,500 cubic yards within the nearshore area adjacent to Sunset Beach would impact up to 9.2
acres of coastal habitat within the project area. No work has been completed at this time. State Permit no. 79-19
is due to expire on 12/31 /24.
This application references a Sediment Analysis for the Re -aligned channel(See Narrative and Tab F),
SPBO conservation measures (Tab L), an EFH and Biological Assessment (Tabs H and I), Manatee
Avoidance Guidelines (Tab J) and NMFS Recommendations (Tab K). Most documents were submitted with
the previous project proposal and are being re -submitted for the proposed Bay Area channel re-alignment.
The applicant has also included the certified property notifications that were sent out to property owners CEI t
are closest to the proposed primary and secondary channels (see Attached documentation).
ED
t3
OCT 0 2021
DCM-MHD CITY

Town of Sunset Beach, Jinks Creek c/o Moffat &Nichol Major Mod.
Page 3
The area adjacent to the Bay Area is classified as Island Residential Sunset Beach Future Land Use Plan Map.
The waters of the Bay Area are classified as SC by the Division of Water Resources. They ARE NOT
designated as a Primary Nursery Area by (PNA) the N.C. Division of Marine Fisheries and they are
CLOSED to shellfishing.
10, PROPOSED PROJECT:
The applicant is proposing to re -align the primary channel and add a secondary channel within the Bay Area
adjacent to the Town of Sunset Beach and install temporary structures at two offload sites. The project
Narrative states that the proposed dredging project would change the authorized template for the Bay Area
maintenance dredging in order to allow more local homeowners to access the channel from their individual
docks. The original Bay Area footprint was a 2200 ft. long by 80 ft. wide channel that essentially went
through the middle of the Bay Area connecting to South Jinks Creek. The proposed new alignment would
result in two new channels, one primary channel along the southern Bay Area and one secondary channel
along the northern Bay Area, from station 12+00 to station 24+00 (see Narrative and sheet C-102). The
primary channel would be 1200 ft. long with a 30 ft. bottom cut extending up to a 55 ft. top cut with a 3:1
channel side slopes. The secondary channel would be 1000 ft. long with a 20 ft. bottom cut extending up to a
45 ft. top cut with a 3:1 channel side slopes. Both channels are proposed to be dredged to the original project
depth of-6 ft. at MLW (-5+1). The channels would connect to South Jinks Creek which has an authorized
project depth of -6 ft. at MLW. The new 2.3-acre impact increases slightly from the original alignment as
does the dredge volume. According to the application, the dredge volume will increase from 12,200 CY to
16,894 CY within the Bay Area and the spoil will be placed in the previously permitted spoil site located at
Georgetown Road. The application indicates that all dredging operations in this area would be conducted
between October I and March 311 and that a minimum 10 ft. buffer would be maintained from any Coastal
Wetland Areas (see Tab G for Marsh boundaries). All work will be performed via bucket to barge.
The application also contains a proposal to construct two temporary structures at two new offload sites to
dispose of non -beach compatible materials. The primary offload site is at the end of Seaside Road along the
AIW W on the mainland side across from North Jinks Creek (see Narrative, sheet S-502 and Tab N). This site
would accommodate disposal barges and would require navigation through North Jinks Creek. The applicant
has provided a hydrographic survey of North Jinks Creek (see Map No. 6 dated 9/16/20). A letter of
objection was received by an adjacent riparian owner to the offload site, but no material is proposed to be
stored onsite (see letter dated 9/9/21 from James and Danna Collins). This site is void of Coastal Wetlands,
although there are wetlands present adjacent to the site. A temporary 100 ft. long by 24 ft. wide gabion filled
offload ramp is proposed at this location for offloading whit wou impact approximately 2,400 sq. ft. of
bottom habitat within Estuarine Waters and Public Trust Area. The ramp would be placed on a geotextile grip
and filter fabric to limit vertical movement. The secondary offload site is at the end of Cobia street, which is
located directly adjacent to the Feeder Canal north of the Bay Area (see Narrative and sheet S-501). There
are no Coastal Wetlands adjacent to this street end. A temporal heaths proposed, measuring 36 ft. long
by 6 ft. wide, using #57 stone filled gabions waterward of the existing bulkhead to ensure that heavy
equipment would not compromise the existing bulkhead. According to the application, the gabion filled wall
would extend a maximum of 7 ft. waterward of NHW and would be placed on a geotextile grid with filter
fabric temporarily impacting up to 252 sq. ft. of Estuarine Waters and Public Trust Area. The proposal
includes a shellfish relocation effort prior to bulkhead installation (see Attached Plan). All temporary
structures would be relocated at project completion.
RECEIVED
OCT I14 2021
DCM-MHD CITY

Town of Sunset Beach, Jinks Creek c/o Moffat & Nichol Major Mod.
Page 4
11. ANTICIPATED IMPACTS:
The proposed excavation of approximately 16,894 cubic yards of material would disturb up to 2.3 acres of
shallow bottom habitat within the project area expanding the previously authorized dredge footprint. The final
project depth would be -6 ft. at MLW in the Bay Area, this would connect to — 6 ft. at MLW in S. Jinks, but
would not connect to deeper water within greater Jinks Creek and Tubbs Inlet. The Town previously
obtained CRC Variance No. CRC-VR-20-09 for the proposed maintenance dredging without a
connection to deeper waters as required by rule 15A NCAC 711.0208 (b)(F).
The impacts of both proposed offload sites would temporarily impact approximately 2,652 sq. ft. of bottom
habitat outside of any Coastal Wetland Areas.
Note: A Letter of Support for the project was received by DCM on 9/17/21 from Neal and Bren Harm
and a Letter of Objection to the Offload site located at Seaside Road was received by DCM on 9/9/21.
Both letters are included.
Note: The last remaining property (the Mathers at 413 18th Street) continues to show "In Transit, Arriving
Late" on the USPS tracking site (see attached). This is the second mailing (the first mailing went out on
August 201, 2021) to the Mathers property that the Postal Service does not seem to be able to deliver. The
applicant would like to respectfully request that DCM make a determination that they have made a good faith
effort to notify this property owner, and therefore allow for processing of the application package to officially
proceed.
Submitted by: Tara MacPherson Date: October 13, 2021 Office: Wilmington
RECEIVED
OCT Z 2021
DCM-MHD CITY

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
List of Tabs
Tab A
CAMA Major Permit Form MP1
Tab B
CAMA Major Permit Form MP2
Tab C
Agent Authorization
Tab D
Project Narrative
Tab E
Permit Drawings
Tab F
Sediment Analysis for Realigned Channel
Tab G
Marsh Habitat Boundary Survey
Tab H
EFH Assessment
Tab I
Biological Assessment
Tab J
Manatee Avoidance Guidelines
Tab K
NMFS Recommendations
Tab L
SHPO Resource Review
Tab M
401 Water Quality Certification Pre -Filing Notification
Tab N
Authorization letter for the Seaside Road Offload Site
Tab O
Adjacent Riparian Property Owner Notifications
9
RECEIVED
AUG 2 3 2021
DCM WILMINGTON, NC
RECEIVED
N3
OCT 0 2021
DCM-MHD CITY

Town of Sunset Beach Navigation Project
Bay Area Realignment & Temporary Bulkhead
Project Narrative
August 17, 2021
INTRODUCTION
The Town of Sunset Beach (Town) wishes to modify CAMA Permit No. 79-19, U.S. Army Corps of
Engineers Permit No. SAW-2019-01155, and State Water Quality Certification No. 2002-158 to conduct
navigational dredging in the water body known as the Bay Area. Sunset Beach lies in Brunswick County,
along the southern coastal border of North Carolina, adjacent to Ocean Isle Beach. The proposed project
will occur along the eastern border of Sunset Beach, within the interior waters of Tubbs Inlet. Figure 1
shows the proposed project area in relation to Brunswick County.
Brunswick County a 1. ONSLOW BAY
r J '+4/PilEEylr Via
a
/SNALLOTTE - n
C
YARCA\ITOU\ 1
T
' SODTHPORT
SMET BEACH HOLDESBEA(H LMKMW S OAK ISLAM
SHALLOTTE fOLLY MET (ASWELLBEACH
MET
IXEA\ISLE
BEACH
TFBBS LONG BAY ,
°LET PROJECT AREA BAD HEAD ISLA]V
ATLANTIC OCEAN
Figure 1. Project Vicinity Map
The requested modification requests a change to the authorized template for the Bay Area maintenance
dredging. The Town also requests authorization to construct a temporary offloading ramp at the
terminus of Seaside Drive. Finally, authorization is requested to install a temporary bulkhead to aid in
stabilizing the material offloading site at the previously authorized Cobia Street offloading site. The
Town intends to offer both of these sites to the selected dredging contractor for their use. The
contactor may choose either one or both of these sites for offloading.
PROJECT PURPOSE AND NEED
The previously permitted Bay Area channel helps to address the long-term erosion patterM}lM
recreational navigation access to the residential system. However, the previous alignment does not
consider the unintended impacts of the additional dredging necessary for the local homec,,
access the newly dredged channel from their individual docks. The proposed realignment strives to
0CM WILMINGTAEGEIVED
OCT 0 2021
-MHO CITY

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
minimize the potential impacts of the additional dredging by considering a strategic channel design that
addresses the long-term sediment infilling and residential access requirements.
PROPOSED MODIFCATION
Bay Area Dredge Template
The currently permitted dredge template for the Bay Area currently extends through the approximate
middle of the water body and terminates at the south Jinks Creek confluence with an 80-ft width. The
modification request realigns the channel terminus from one (1) wide channel to two (2) narrower
channels comprising of a primary and secondary navigation route. The primary channel extends along
the southern Bay Area shoreline and maintains a 50-ft to 55-ft width (top cut), while the secondary
channel follows the northern shoreline at a 40-ft to 45-ft width (top cut). The maximum dredge depth
remains -6-ft MLW (-5+1) with 3:1 channel side slopes. Similar to the original alignment, the average
depth in the Bay Area system will be increased from approximately -2-ft to -3-ft MLW to -6-ft (-5+1)
MLW.
Figure 2 shows a plan view comparison of the currently permitted alignment and the proposed
realignment for the Bay Area and Tab E provides the permit drawings. The realignment extends the Bay
Area primary channel by approximately 200-ft by following the southern shoreline until the template
joins with south links Creek. Overall, the realignment initiates at station 12+00 from the original
template and terminates at approximate station 24+00 in the south Jinks Creek confluence. The impact
area for the original alignment equaled approximately 2.0 acres (86,277-ft2) and the realigned channel
covers approximately 2.3 acres (101,176 ft'), inclusive of both the primary and secondary channels. As
shown above, the dredge volume increased from 12,200 CY (original channel) to 16,894 CY with the
new alignment.
Figure 2. (a) Bay Area Currently Permitted Alignment
RECEIVED
OCT 0 2021
AUG 23
ACM WILMINGTON, NC
DCM-MHD CITY

Town of Sunset ©each Navigation Project
Bay Area Realignment
Project Narrative
Table 1 provides a summary of the proposed channel templates including the dredge volumes
categorized for the primary and secondary channel. The modification request does not change the
material placement site or dredging methodology. The Bay Area will be mechanically dredged with
material placement occurring in an upland landfill facility.
The dredging operations will be conducted between October 1" and March 31" to reduce the potential
for environmental impacts. In addition, the dredge footprint will provide a minimum 10-ft buffer from
any area of coastal wetland identified at the time of construction. These items are a few of the
precautions proposed to help minimize the potential for environmental impacts on this project.
Table 1— Dredge Template Description
Existing Avg.
Proposed
Length
Side
Est.
Placement
Channel
Depth
Depth
(ft)
Width (ft)
Slope
Volume
Location
(MLW-ft)
(MLW-ft)
(H:V)
(CY)
Primary
-2 MLW
-6 (-5+1)
1,200
30 (base)
3:1
13,141
Landfill
MLW
50-55 (top)
Secondary
-2 MLW
-6 (-5+1)
1,000
20 (base)
3:1
3,753
Landfill
MLW
40-45 (top)
TOTAL
2,200
Varies
3:1 1
16,894
Landfill
The dredge material from the Bay Area will be truck hauled to a previously approved upland placement
facility along Georgetown Road for final placement due to the content and grain size. The material
composition contains approximately 90% fines (>2300) and therefore is not compatible for beach
placement. Tab F provides the sediment analysis results for the realigned channel.
RECEIVED
RECEIVED AUG 23 I
OCT );�- 2021 PGM WILMINGfbN, NC
DCM-MHD CITY

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
Spartina a/ternifloro exist along the intertidal and supratidal regions of the Feeder Channel and Bay
Area. As shown in Tab G (Marsh Habitat Boundary), coastal wetlands have encroached within or close to
the anticipated dredge area of the Bay Area but have not established near the Cobia Street terminus
material off-loading site. Therefore, to minimize potential impacts to the marsh grass, no dredging will
take place within 10 feet of any area of coastal wetlands. The 30-ft buffer should allow the channel
adequate space to equilibrate without eroding the coastal marshes. During construction, the dredge
equipment shall be prohibited from entering the buffer zone.
Offloading Sites
As was stated above, the Town intends to offer two offload sites to the chosen dredging contractor for
their use. The contactor may choose to utilize either one or both of these sites for material offloading.
Cobia Street - This contingency offload site will only be utilized if the primary offload site is unable to
be utilized due to logistical consideration. A temporary bulkhead will be installed within the Feeder
Channel at the terminus of Cobia Street (Figure 3). This temporary bulkhead will help to ensure that the
existing bulkhead at this location will not be structurally compromised as a result of heavy equipment
operation. The bulkhead will be comprised of a 36' by 6' gabion wall backfilled with a 36' by 1'
placement of DOT #57 stone to stabilize the existing vinyl sheetpile wall. Figure 4 provides a ground
level photograph of the existing sheetpile wall. The gabion filled structure will extend approximately 7-ft
seaward of the existing wall and will be placed on a geotextile grid and filter fabric to limit vertical
movement. All materials will be fully removed following project completion.
Figure 3. Cobia Street Material Offloading Site
RECEIVED RECEIVED
OCT 9 2021 AUG 2 3
DCM-MHD CITY' "IMINGTON, NC

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
I e1G Y J . t
't rA A F; {: h•
� ' d it �Ka� �J�,P'[° �Y✓>� �{ip�< � J 4yt` � y ,' +.��-dr
r�ir Yi(.
Figure 4. Existing Vinyl Sheetplle Wall (Cobla Street)
The gabion wall will be placed below MHW in the Feeder Channel. The footprint of the proposed gabion
wall with backfill will be 252 sf. To minimize the potential for shellfish impacts, any shellfish within the
footprint of the temporary structure will be relocated prior to the bulkhead installation. The shellfish
relocation will be conducted in conjunction with the relocation efforts already required for the dredge
footprint in the Feeder Channel.
Seaside Road (Primary Offloading Site) —An offloading site will be constructed at the end of Seaside
Road, along the Atlantic Intracoastal Waterway (See Figure 5). This offload site will handle non -beach
compatible materials resulting from the dredging of the Bay Area, South links Creek, the feeder canal
and finger canals. It is anticipated that disposal barges will be able to traverse North links Creek at and
around high tide.
There is currently an unvegetated beach at the site (see Figure 6). In order to allow for land -based
equipment to be able to access barges containing spoil material, a temporary 100' by 24' gabion
offloading ramp will be constructed in this location. The temporary gabion ramp will be placed on a
geotextile grid and filter fabric to limit vertical movement. All materials will be fully removed following
project completion.
The construction of the temporary gabion ramp will impact 2,400 sf of bottom habitat. No coastal
wetlands will be filled by the construction of the temporary ramp.
RECEIVED
AUG 2 3 2021 RECEIVED
ACM WILMINGTON, NSCT IS
" 2021
DCM-MHD CITY

Town of Stmset Beach Navigation Project
Bay Arca Realignment
Project Narrative
Figure S. Seaside Road Material Offloading Site
[LOT, OMMEIWE
MGT. 0M 49LNE
r,.
Z77-
Figure 6. Seaside Road Material Offloading Site
ADDITIONAL ENVIRONMENTAL CONCERNS
RECEIVED
AUG 2 3 2021
ACM WILMINGTON, NC
As part of the previously permitted components of this project, the applicant conducted studies to
evaluate potential impacts to managed or endangered species that may occur as a result of the overall
project. While these reports were completed as part of the original permit submittals, the findings
should reasonably be expected to apply to the proposed realigned channel. Tab H provides an Essential
Fish Habitat (EFH) assessment and Tab I provides a Biological Assessment (BA) for the project. Generally,
the referenced reports support the project should not adversely impact any threatened or managed
species. Additional precautions proposed for the maintenance project include following U.S. Fish and
RECEIVED
13
OCT (y 2021
DCM-MHD CITY

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
Wildlife Service (USFWS) recommended guidelines for avoiding impacts to West Indian Manatee and
recommendations provided by the National Marine Fisheries Service (NMFS) to help protect sea turtles
and smalltooth sawfish. Tab J (Manatee Avoidance Guidelines) shows the manatee guidelines while Tab
K (NMFS Recommendations) provides the sea turtle and smalltooth sawfish precautions.
HISTORIC RESOURCES
The applicant has also contacted the State Historic Preservation Office (SHPO) as part of the original
permit submittals to inquire on any known historic resources In the area such as shipwrecks or
archeological artifacts. These inquiries did not identify any known resources with the potential to be
impacted by the project. Tab L (SHPO Resource Review) provides the written response from SHPO. It is
again reasonably expected that these findings may be also be applied to proposed project modification.
SUMMARY
The Town of Sunset Beach requests a permit modification to realign the proposed Bay Area channel,
install a temporary bulkhead at the Cobia Street terminus, and construct a temporary offloading ramp at
Seaside Road to support material offloading efforts. The Bay Area realignment will assist in reducing
future dredging impacts anticipated by property owners requesting personal access to the navigation
channel. These modifications will provide a viable plan for completing the dredging efforts with minimal
environmental impacts. The project provides a key element for the Town and residents to manage the
established navigation corridors on the east end of Sunset Beach.
The project will help restore navigation access to the waterway systems on the east end of Sunset Beach
while maintaining a buffer zone between the work area and any coastal marsh or wetland habitat. The
project will also relocate shellfish located near the temporary bulkhead installation to reduce the
potential for impacts. All materials installed as part of the temporary bulkhead will be removed at the
completion of work. The work will also follow additional guidelines and recommendations provided by
USFWS and NMFS to further minimize the potential for environmental impacts during construction. The
project will adhere to environmental moratoria design to protect juvenile fish and shellfish. Additionally,
the project will follow construction guidelines designed to protect manatee, sea turtle, and smalltooth
sawfish.
ADDITIONAL ITEMS RELATED TO CAMA PERMIT APPLICATION PACKAGE
State Environmental Policy Act (SEPA) Compliance
§ 113A-12(6) states that the preparation of an environmental document shall not be required for
projects that require a Coastal Area Management Act major permit. Therefore, no SEPA document will
be prepared for the proposed project modification.
Application Fee
A permit application processing fee of $475 will be provided separately. RECEIVED
PFCEIVED AUG 2 3 202'
1
20Zj DCM WILMINGTON, NC
,,-MHD CITY

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
N.C. Division of Water Resources (NCDWR) Pre -Filing Notification
In accordance with the federal Clean Water Act (CWA), a pre -filing notification was filed on Jul 2, 2021. A
copy of the returned email resulting from that submission is also included as a part of this CAMA permit
application (Tab M).
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.
Letters of Authorization to Utilize Seaside Road Offload Site
An authorization letter from the owners of the Seaside Road offload site is Included in Tab N of this
application package.
Adjacent Riparian Property Owner Notifications
At the advice of NCDCM staff, adjacent riparian property owner notifications were mailed (certified mail,
return receipt requested) to the riparian properties immediately adjacent to the two offload sites, as
well as the properties immediately adjacent to the primary and secondary channels. A copy of the letter
submitted, as well as a listing of notified property owners are attached in Tab 0.
RECEIVED
OCT a�n�)
DCM_w� ':.'iT'Y
RECEIVED
AUG 2 3 2021
DCM WILMINGTON, NC

q-101
GCIIIIIIP-1
APPLICATION for
Molor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Project Name (if applicable)
Business Name
Town of Sunset Beach Navigation Project; Maintenance
Town Of Sunset Beach
Dredging of South Anks Creek, the Bay Area and the
Feeder Channel
Applicant 1: First Name
MI
Lest Name
Lisa
J
Anglin
Applicant 2: First Name
MI
Last Name
ff additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
700 Sunset Blvd N.
Sunset Beach
North Carolina
ZIP
Country
Phone No.
FAX No.
28468
USA
910.579-6297 ext.1003
910-579-1840
Street Address (if different from above)
City
Stale
ZIP
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Moffatt & Nichol
Agenti Contractor 1: First Name
MI
Last Name
Sam
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Dawn
York
Mailing Address
PO Box
City
State
4700 Falls of Nauss Rd., Suite 300
Raleigh
NC
ZIP
Phone No.1
Phone No. 2
27609 T
919-781-4626 ext.
910-218-7087 ext.
FAX No.
Contractor #
919 781 4869
Street Address (if d'#erent Imm above)
city
State
ZIP
RECE
VED -
Email
smordson [e-mail]; [e-mail]
AUG 2 3 2021
11CV CI VGU
DCM WILMINGTON, NC
7.52-80r1-2800 .. 1-888.4RCOAS'i.. www.necoastaimanagement.net
DCM-MHD CITY

Form DCM MP-1 (Page 2 of 6)
<Form continues on back>
APPLICATION for
Major Development Permit
RECEIVED
OCT d2021
[ACM-MHD CITY
RECEIVED
AUG 2 3 2021
DCM WILMINGTON, NC
2..G2-80B-2.808 .. 4-888-411tCQAST .. mww.nc coas[almnnagemen[.net

Form DCM MP-1 (Page 3 of 6)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. a
Brunswick
adj. 1503 Canal Drive to 1711 Canal Drive, Sunset Beach NC
n/a
28468 (Bay Area).
Subdivision Name
city
State
Zip
Sunset Beach
NC
28468 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 579 - 6297 ext. 1004
,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Jinks Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
SNatural ❑Manmade ❑Unknown
Tubbs Inlet
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, Ilse the planning jurisdiction or city limit the proposed
Was ❑No
work falls within.
Sunset Beach
4. Site Description 0
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Shoreline adjacent to primary channel +/_ 1,1DO'
Cobia Street Offloading site is undetermined (end of Town
Shoreline adjacent to Secondary Channel +/- 800'
road)
Shoreline adjacent to Coble St, offload site +/- 36'
Seaside Rd. offloading site is +/- 2.05 acres
Shoreline adjacent to Seaside Rd. offload site is +/- 550'
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (normal water level)
(It many lot sizes, please attach additional page with a list)
N/A ❑NHW or ❑NWL
e. Vegetation on tract
The proposed offloading sites located at the end of Seaside
Rd. and Cobia Stcontain typical upland grasses and
vegetaion.
I. Man-made features and uses now on tract
Cobia Street - end of Town roadway
Seaside Road -SFR and pier
g, Identify and describe the existing land uses adiecent to the proposed project site.
Ocean front beach & residential property
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certitkiste, if applicable)
SYes ❑No ❑NA
). Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes SNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes SNo ❑NA
If yes, by whom?
RECEIVED
I. Is the proposed project located in a National Registered Historic District or does It hwolve a ❑Yes SNo ❑NA
National Register listed or eligible property?
AUG 23 2021
=D
nrT Ig 2021
Z52-808.7.8D8 .. 1-888.4151COAST ::nCM,W.ILgIMCpTGr,6NC. gemcnt. net
DCM-MHD CITY

Form DCM MP-1 (Page 4 of 6)
<Form continues on next ptil
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
(lii) If yes to either (1) or (fi) above, has a delineation been conducted? ❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
Sheet flow into navigable waters
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commwclal ®PublicJGovernment
❑Private/Community
b, Give a brief description of purpose, use, and daily operations of the project when complete.
Provide recreational navigation access through the residential canals on the east end of Sunset Beach.
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.
Expect single mechanical excavator on a barge loading material into a scowl. The material will be off-loaded into dump
trucks and transported to upland disposal site.
d. List all development activities you propose.
Maintenance dredging of the Bay Area navigable waters.
a. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? 101,176 sf (primary and secondary
channels only) ®Sq.Ft or
❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Minor amounts of dredge effluent may spill back into the navigable waters during dredging efforts.
i. Will wastewater or stormwater be discharged into a wetland? []Yes No ❑NA RECEI
If yes, will (his discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA
FED
UCT VS 2021
#LI,M�N�.l Ft�,MI D CITY
25 J•800.2a08 1 .. -886-4RCQ AST ., www.nceoasta r. i r

Form DCM MP-1 (Page 5 of 6)
APPLICATION for
Major Development Permit
J. Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, it applicable, must be submitted in order for the application
package to be complete. Items (a) — to are always applicable to any ma/or 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 stale 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.
I. 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 See attached list of adjacent property owners and addresses. Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous slate or federal permits Issued for work on the project tract. Include permit numbers, pennittee, and issuing dates.
CAMA 79.19 Amended 401 Water Quality Cad. No. 2002-0158
SAW-2019-01155
h. Signed consultant or agent authorization farm, 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.
7. Certification and Permission to Enter on Land
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 August 17, 2021 Print Name _Lisa Anglin_
RECEIVED
Signature
AUG 2 3 2021
Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and CulvertJDCM WILMINR�CRECE1 fI
,tH2.800.2808 .. 1-008-n RCOAST .. www.nccoastalmanagement.net j�Lj 2021
JCM-MHD CITY

Form DCM MP-1 (Page 6 of 6)
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
RE �EIVED
IC 9I
2021
DCM-MHD CITY
RECEIVED
AUG 2 3 mi
I)CM WILMINGTON, NC
252-800-2808 :: 1.888-49COAST :: www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Primary
Temporary
Channel
Offload Ramp
Length
1,200'.
at
Secondary
Seaside
Channel
Road 100'
? 1,000'
(temp.)
Primary
Channel
30' bottom
cut,
Temporary
+/- 50'-55',
Offload Ramp
Width
top cut
at
Secondary
Seaside
Channel
Road 24'
20' bottom
(temp.)
cut,
40'-45',
top cut
Avg. Existing
Depth
-2 MLW
NA
NA
-2' MHW
Final Project
-6 (-5+1)
NA
NA
+8' MHW
Depth
MLW
(temp.)
a. Amount of malarial to be excavated from below NHW or NWL In
cubic yards. It
16.894 CY from bifurcated channel excavation
c. (I) Does the area to be excavated Include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SR),
or other wetlands (WL)9 If any boxes are checked, provide the
number of square feel affected.
❑CW ❑SAV ❑SB
❑WL ®None
IN) Describe the purpose of the excavation In these areas:
to be excavated.
fines
❑This section not applcable
d. High -ground excavation in cubic yards.
0 CY
RECEIVED
►3
OCT W 2021
L)CM'A ft C17.y
12. DISPOSAL OF EXCAVATED MATERIAL 11"ISMIXIV"not applicable
a. Location of disposal area.
Previously permitted landfill off of Old Georgetown Road
(not part of this modification).
area.
AUG 2; mi
DCM WILMINGTON NC
R S::-':il^.^6(lr'. :: 'i-l: ". ;.:a:.COfI:'n, ::.Nvn:•.nr.::�asl:;im:n;annrnent.nr-t revised: 'I ZI2W0G

FOI.111 DCM W-2 (Excavation and rill, Pagel. of 3)
c. m Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No DNA ❑Yes ONO ❑NA
(II) If no, attach a letter granting permission from the owner. (it) If yes, where?
e. (I) Does the disposal area Include any coastal wetlands/marsh I. (I) Does the disposal Include any area in the water?
(CW) submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (it) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ❑None
(I) Describe the purpose of disposal in these areas:
®Bulkhead ❑Riprap ❑BreakwateriSill []Other:—
Width: 6' em .
c. Average distance waterward of NHW or NWL: 7'
d. Maximum distance waterward of NHW or NWL: 7'
e. Type of stabilization material:
I. (i) Has there been shoreline erosion during preceding 12
Cobia Street - Rock -filled gabion baskets with temporary fill with
months?
NCDOT #57 stone between gablons and existing bulkhead.
❑Yes ®No ❑NA
Gabions and temporpry fill will be placed on geoundile fabric. All
(it) If yes, state amount of erosion and source of erosion amount
materials will be fully removed from the sites following project
information.
completion.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill 32 at Riprap
Rock -filled gabion baskets with temporary fill with NCDOT #57
BreakwateriSill _ Other 216 sf (cablon baskets)
stone between gabions and existing bulkhead
I. Source of fill material.
Upland quarry
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site?
If yes,
(11) Amount of material to be placed in the water _
(iii) Dimensions of fill area
IN) Purpose of fill
Temporary Gabion structures to facilitate offloading of
disposal material. Temporpry fill will be placed on
geolextile fabric. All materials will be fully removed from
the site(s) following project completion.
5. GENERAL
a. How will excavated or
controlled?
NIA -(See LAMA Permit No. 79.19)
(i) Will fill material be placed
submerged aquatic veget
other wetlands(WL)? If:
number of square feet all
❑CW _ ❑SAV
OWL SNone
❑This section not applicable
:ion (SAV), shell bottom (SB), or
y boxes are checked, provide the
;led.
❑SB C�IV�D
(it) Describe the purpose of the fill in these areas: OC/
?OZI
CCTV
on site and erosion b. What type of construction equipment will be u (/e. , dragNne
backhoe, or hydraulic dredge)?
Excavator or mechanical dredge, dump truck.
IDIOM WILMINGTON, NC
252-ti08.211011 :: 1.808.414GOAST :: wwvr.nr:roastalmannrromr,,,;..nnf revised: 12126106

F011111 [?Gilt; NIP-"' (Fxravatien And Fill, Page 3 of 3)
c. (i) Will navigational aids be required as a result of the project?
[]Yes ENO ❑NA
(it) If yes, explain what type and how they will be implemented.
August 17, 2021
Date
The Bay Area Realignment & Temporary Bulkhead
Project Name
Lisa Anglin
Aica Name
Applicant Signature
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ENO []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
ReC3VFD
OCT 4
2021
Dcm-'WHO C/7.v
RECEIVED
AUG 23 WI
0CM WILMINGTON. NC
252.808-2808 :: 1-888-411COAST :: www.necoas<ahnananemont.not revised: 12126106

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
NORTH CAROLINA
Environmental Quality
Town of Sunset Beach October 13, 2021
c/o Doug Huggeft, Moffat d Nichol
272 N. Front Street, Suite 204
Wilmington, NC 28401
Dear Mr. Huggett:
The Division of Coastal Management hereby acknowledges receipt of your CAMA Major Permit application,
acting as agent for The Town of Sunset Beach, for State approval for a modified dredge footprint within the Bay Area
and for temporary structures to be installed at two offload locations for the Town of Sunset Beach/Jinks Creek dredging
Project in Sunset Beach, Brunswick County. The application was received as complete on October 11, 2021 and
appears to be adequate or processing at this time. The projected deadline or making a decision is December 25,
2021. An additional 75-day review period is provided by law when such time is necessary to complete the review. If
you have not been notified of a final action by the initial deadline stated above, you should consider the review period
extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an
additional letter will be provided on or about the 15th day.
If this agency does not render a permit decision within 70 days from October 11, 2021, you may request a
meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your project.
Such a meeting will be held within five working days from the receipt of your written request and shall include the
property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the propose
development. Enclosed you will find a "Notice of Permit Filing" d
postcard which must be posted at the property of your
proposed development. You should post this notice at a conspicuous point along your property where it can be
observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the
road right-of-way fronting your property, or at a point along the road right-of-way where a private road would lead one
into your property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish
to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
/Cz
Tara MacPherson J
District Manager
Enclosures
cc: Gregg Bodner, DCM USACE
Holley Snider, DWR Maria Dunn, NC WRC
Kim Harding, DMF Town of Sunset Beach, Applicant
WiRo Files RECEIVED
OCT tv 02j
DEQ� North Carolina Department ofEnvironnrenmiQaa7,b, DNMonctCaaatal%lanA4C41.a
Wilmington Office 127 Cardinal Drive Extension ri?Imington. worth Caroiina?8J05 rYInD C/Ty
\ / 9101%.7215

0
0
2
D
0
y
"C
\T(1'1'IC1:
LAMA PERMIT
APPLIED FOR
P R�%r
Applicant proposed a major modification to State
re -a nci n
rimary channe
secondary • . • - • the Ray Area wl thp installatoon of
ternpe.r.alqr -4-' Mead sites,
1 711-Ganal Dr., between 18t� 6t. to the Inlet, and end of bia
St. & end of Seaside Dr. on the mainland in Sunset Beach,
# "THROUGH
. •
APPLICANT:
of Sunset Beach
c/o Lisa Anglin
Sunset Blvd.
10Sunset Beacfr—N@z8468
M Agent. Moffatt & Nichol _
< c/o Sam Morrison & Dawn York
0 [phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW
i1
Iv. o U C gas a T W anagemen
ar
I ming on,
ara ac erson

ROY COOPER
(lrnrnuv
ELIZABETH S. BISER
Xr,r,w,
BRAXTON DAVIS
lNrrrMq /Hv,nrur r/f'ivalnl Ah mgrnrnrt
October 13, 2021
Gan Leg P u bN of i ce s @ga n n ett. co In
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Town of Sunset Beach — Brunswick County
• Chris & Michelle Meyers — New Hanover County
Hello: Please publish the attached Notice in the Monday, October 18, 2021 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
'""Please send both original affidavit and invoice for payment to:
NC Division of Coastal Management, do Tanya Pietila, 127 Cardinal Drive Extension, Wilmington, NC 28405.
Contact number: 910-796-7226. Paying by credit card, (Customer No. 489895)
Thank you for your assistance in this matter,
cc:
nya ietila
Permitting Support & Customer Assistance
MHC Files
Cameron Luck — MHC
USACE
StMe -MMh Camlim I LlnVirmmemal Qaaliy 1 Coeval Ma gcmeal
127 CuduW or'W Fat, Wilminglpa, NC 28405 9197%7215
RIPCEIVED
13
OCT a 2021
0CM-M80 CITY

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following applications were submitted for a development permits in Areas of Environmental
Concern as designated under the LAMA: On October 13, 2021, The Town of Sunset Beach proposed a major
modification to State Permit No. 79-19 to re -align the primary channel & add a secondary channel wrn the
Bay Area w/the installation of temporary structures at two (2) offload sites, between 1503 & 1711 Canal Dr.,
between 181h Stto the Inlet, and end of Cobia St. & end of Seaside Dr. on the mainland in Sunset Beach,
Brunswick County; And October 13, 2021, Chris & Michelle Meyers proposed to install a new bulkhead with
associated coastal welland fill & expand a private docking facility to include a kayak launch & two (2)
additional boatlifts for a total of four (4) slips at 8733 Bald Eagle Ln., adjacent to Futch Creek in Wilmington,
New Hanover County. Copies of these applications can be examined or copied at the office of Tara MacPherson
(Brunswick County) or Katharine Elks (New Hanover County) N.C. Dept. of Environmental Quality, Division
of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, [phone] (Tara MacPherson)
or [phone] (Katharine Elks) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to November 8, 2021 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.
RECEIVED
OCT 0 Z021
DCM-MH1) CITY

K-71UNDV�
AUG 2 3 2021
4 r:
AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Applicant:
Mailing Address:
Phone Number:
Town of Sunset Beach, NC
700 Sunset Boulevard North
Sunset Beach, NC 28468
010.579.6297
Email Address: sphillips(@sunsetbeachne.eov
The Town of Sunset Beach has authorized: Moffatt & Nichol
as an Agent to act on the Town's behalf, for the purpose of applying for and obtaining all CAMA &
USACE permits necessary for the project known as:
Town of Sunset Beach Navigation Proiecr
Maintenance Dredeina of South Jinks Creek. the Bay Area and
the Feeder Channel.
The project location is: Sunset Beach. (Brunswick County). NC
I further certify that 1 am authorized to grant, and do in fact grant permission to Division of Coastal
Management & the USACE staff, the Local Permit Officer and their agents to enter on the
aforementioned lands in connection with evaluating information related to this permit application.
Town Representative:
��L lt'� t
ayor
Town of Sunset Beach
This certification is valid through January 1, 2022
August 18, 2020
Date
RECEIVED
AUG 2 3 d1l
'ACM WILMINGTON NC
FCEIVED
3
OCT ou 2021
:t::tyg_MH p C17-y

RECEIVED
Dear Tara MacPherson,
SEP 17 2021
DCM WILMINGTON, NC
I have been a long-time follower and supported of the project to dredge the Canals, Bay, and Jinks Creek
of Sunset Beach. As a homeowner and full-time resident, this is a long time coming and very much
welcomed. I understand the changes that have been requested by Moffatt & Nichol. I fully support and
agree with these changes. The addition of the landing off of Seaside Drive will greatly reduce the truck
traffic on the island and shorten the distance to the offload site. This is a good thing for everyone and
the environment.
In regards to the project in general, it is important to note that those living on the water and that have
the most personal Impact are supportive of this project. We all have docks and moved to Sunset for the
water and being able to enjoy it. I paddle these waters daily from my backyard on Canal Drive. The part
of Jinks that crosses the Bay is no longer a creek. It is filled with decades of neglect. Those of us around
the water call it Jinks Beach.
The two or three that have been in opposition have provided no support and only offer opinions not
backed by the studies and the modeling. It is unfortunate as it has cost this town a lot of extra time. My
neighbors on the island can't wait for this project to begin.
Pictures below were taken this past year at two different times. It is Jinks Creek off the end of N. Shore
Drive. As you can see, there is no Creek except at High Tide.
Bes ar,
17
ea Man an ren Harm
re
Lori �re(e .
Neal and Bren Harm
1S03 Canal Drive — Sunset Beach — INC — 28468
336-682-9190
RECEIVED
OCT42021
DcM MyC C/Ty

The North Carolina Division Of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Tara MacPherson 9 Sept 2021
This is regarding your letter dated 17 Aug 2021 informing us of the Sunset Beach
dredging spoils that may be offioaded to the vacant lot next to our duplex unit at 7323E
Pecan Ave lot. Sunset Beach. If that lot is used, it will substantially reduce the value of
our property. Access to that lot is only via the small gravel road(Pecan Ave) adjacent
to our property; that road is not sufficient to handle large trucks to haul away the spoils.
The looks and smell of the spoils just a few yards away from our unit will be terrible.
Due to our advancing age and difficulty traveling from Ca. we can no longer use
the unit as our vacation home and six months ago we contacted a real estate
agent to sell it. It is on the market.
We respectfully request that the proposed Pecan Ave site next to our duplex unit
not be used for the dredging spoils.
James and Danna Collins; owners of 7323E duplex unit Sunset Beach NC
�9
C2xx•a- C�t��
t•°1" (:E_IVE-
JCM WILMINGTON, NC
RECEIVED
i3
OCT 1% 2021
DCM'AHD CITY

moffatt ✓I< nlchol
SHELLFISH
RELOCATION
PLAN
For Mary's and Turtle's Creeks, Bay Area,
Feeder Canal, and Finger Canals
Town of Sunset Beach, NC
,y.
August 25, 2021
DCM
RECEIVED

ShelKsh Relocation Plan for Mary's and Turtle Creeks, Bay Area, Feeder Canal and Finger Canals I Town of Sunsel Beach, NC
1. Introduction
The Town of Sunset Beach currently has regulatory approvals to conduct maintenance dredging
actives within Mary's Creek, Turtle's Creek, South Jinks Creek, and areas known as the Bay Area,
the Feeder Canal, and Finger Canals A-D (See Figure 1 and Figure 2).
s=
anwm ur
\ S 1
wrxroa.
SMSTTIMx NOIMIIGGM FM`. 0" x1Av0
sx"u'°rn rournu* Wnuerux
a uxw
u¢er
xe.ux
rvnx wz ur
�r PROJECT AREA � xuorwx,u.�w
ATLANTIC OCEAN
FIGURE 1: PROJECT VICINITY MAP
As a result of resource agency concerns raised during the Coastal Area Management Act (CAMA)
application review process, conditions were added to the CAMA permits requiring that the Town
develop and implement a shellfish relocation plan, which is intended to move shellfish from within
the dredge footprint to undisturbed adjacent areas.
Following approval from the North Carolina Division of Marine Fisheries (NCDMF), the relocation
plan outlined herein will be implemented prior to the onset of any dredging actives. It should also
be noted that this plan is similar to a shellfish relocation plan that was developed, approved by
NCDMF and implemented for the Old Ferry Channel dredging project in Carteret County earlier
this year. It is anticipated that the shellfish relocation efforts outlined in this document will take
place in October of 2021.
RECEIVED
1,5
OCT 10 2021
DCM-MHD CITY
RECEIVED
FIGURE 2: EXAMPLE OF SHELLFISH RESOURCE AT MARY'S AND TURTLE'S CREEKS
AUG 2 5
DCM WILMINGTON, NC

Shellfish Relmalion Plan for Marys and Tudle Creeks, Bay Area, Feeder Canal and Finger Canals I Town of Sunsel Beach, NC
2. Relevant CAMA Permit Conditions
The following conditions of CAMA Permit No. 132-18 (Mary's and Turtle's Creeks) and Permit 79-
19 (South Jinks Creek, Bay Area, Feeder Canal, and Finger Canals) are relevant to this relocation
plan:
2.1. Mary's and Turtle's Creeks
Condition 2 Excavation shall not exceed -6 feet below the mean low water level at the mouth
of the creeks and -4 feet below mean low water at the head of creeks. In no case
shall the depth of excavation exceed the depth of connecting waters.
Condition 9 Prior to the initiation of any dredging activities within Mary's and/or Turtle Creeks,
the permittee shall, in coordination with the Division of Marine Fisheries, develop
and implement an oyster relocation plan for the Mary's and/or Turtle Creeks oyster
population(s). Contact the Division of Marine Fisheries at [phone] to initiate
the required coordination. Notice of satisfactory completion of the relocation efforts
shall be provided to the Division of Coastal Management prior to initiation of
dredging in Mary's and/or Turtle Creeks.
2.2. South Jinks Creek, Bay Area, Feeder Canal and Finger Canals
Condition 2 In keeping with the Variance (CRC-VR-19-09) granted by the Coastal Resources
Commission (CRC) on February 12, 2020, and the order signed by the CRC
Chairman on February 25, 2020, the depth of excavation shall not exceed -6 feet
below the mean low water level for South Jinks Creek and the Bay Area, and -5
feet below mean low water level for the Finger Canals. In no case shall the depth
of excavation exceed the depth of connecting waters.
Condition 7 Prior to the initiation of any dredging activities, the permittee shall, in coordination
with the Division of Marine Fisheries, develop and implement an oyster relocation
plan. Contact the Division of Marine Fisheries at [phone] to initiate the
required coordination. Notice of satisfactory completion of the relocation efforts
shall be provided to the Division of Coastal Management prior to initiation of
dredging.
RECEIVED
1
OCT 2021
DCM-MHD CITY
DECEIVED
AUG 9F
rwov,,
own.v
DCM WILMINGTON, NC
�

Shellfish Relocation Plan for Mary's and Turtle Creeks, Bay Area, Feeder Canal and Finger Canals I Town of Sunset Beach, NC
RECEIVED CCT It 2021
AUG 2 5 "adM-MHD CITY
Sav�nof
/� DCM WILMINGTON, NP
fNs� Port.

Shellfish Relocation Plan for Mary's and Turtle Creeks, Bay Area, Feeder Canal and Finger Canals I Town of Sunset Beach, NC
3. Shellfish Relocation Plan
• Relocation is proposed within all the dredge footprints of the areas indicated in Figure 2.
• Relocation not proposed for any areas that fall below dredge depths authorized in CAMA
Permit 132-18 and CAMA Permit 79-19.
• Channel alignments will be programmed into a GPS. The GPS unit will be utilized in the
field to locate areas proposed for dredging.
NOTE: It should be noted that the Town is currently pursuing a modification to the authorized
dredge alignment within the Bay Area. Shellfish relocation efforts will take place within the new
dredge areas as opposed to the originally authorized alignment.
• Relocation efforts will be staged from adjacent shorelines.
• A skiff or two -person vessel, such as a kayak or canoe, will be used for collection. More
than one vessel may be utilized in an effort to expedite completion of the plan.
• Shellfish will be found by raking the bottom, either from a vessel or standing in the water.
All shellfish found will be initially stored in oyster bags.
• Once an oyster bag is full, the shellfish will be relocated to an area that is:
o Outside of the dredge area, but in the same general area, and
o Has an existing presence of shellfish,
Approximate GPS location(s) for each relocation area will be recorded.
Representative photos will be taken during various steps in the relocation process.
• A Marine Patrol officer will be contacted 3-5 days before initiation of relocation efforts.
Daily notifications of progress made, and anticipated work schedules/completion dates will
also be provided to Marine Patrol (alternative notification procedures/schedules will be
followed at request of Marine Patrol).
• Notification of project completion will be provided to the North Carolina Division of Coastal
Management (NCDCM) and NCDMF upon project completion.
• A summary report for this relocation effort will be prepared and submitted to NCDMF and
NCDCM within 30 days of completion of shellfish relocation efforts. The summary report
will detail final relocation methodologies, locations of relocation areas, and provide an
estimate of the number of shellfish relocated.
RECEIVED.
AUG 25Ml
SOWN 0
0CM WILMINGTON, NC
�Sf-r BFrr
RECEIVED
4
OCT D8 2021
DCM.MHD CITY

ROY COOPER
Goverrgr
ELIZABETH S. BISER
secretary
BRAXTON DAVIS
Director
October 13, 2021
MEMORANDUM.
NORTH CAROLINA
Envffon tentat Quaaty
FROM Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.l uck(rD N C DE N R. aov
SUBJECT CAMA /Dredge & Fill
Applicant: Town o/Sunset Beach
Project Location: Bay area between 1503 & 1711 Canal Drive and between 18m street to the Inlet,
end of Coble Street and the end of Seaside Drive in Sunset Beach, Brunswick
County
Proposed Project: Major Modification to State Permit No. 79-19; Proposal to re -align the primary
channel and add a secondary channel within the Bay Area adj. to the Town of
Sunset Beach and install temporary structures at two (2) offload sites.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by November 8, 2021. If you have any
questions regarding the proposed project, contact Tara MacPherson at [phone] 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"
PRINT NAME
AGENCY
SIGNATURE
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.
DATE
RECEIVED
i3
OCT 0 2021
North Carolina Department of Environmental Quality I Division of Coastal Management" HD CITY
r
Wilmington Office 1 127 Cardinal Drive Extension I Mmington, North Carolina 28405
.Ao,A

NC Division of Coastal Management
Major Permit Application Computer Sheet
AEC: Estuarine Water/Public Trust Area
Jinks Creek
Fee:$475 #21799
CDAITS MHC cc
Applicant: Town of Sunset Beach
Agent/Contractor: Moffatt and Nichol
Project Site County: Brunswick
Staff: Tara MacPherson
District: Wilmington
ProjectName: Maj Mod #79.19 / Jinks Creek Dredge
Rover File:
River Basin: Lumber
Initial date of application submittal: 8/23121
Date application "received as complete" in the Field office 10/11/21
Permit Authorization: EICAMA ODredge & Fill gBoth
SITE DESCRIPTION/PERMIT INFORMATION
ORW: Yes ONo PNA: []Yes []No
Photos Taken: Yes ® No[-]
Setback Required (riparian): ❑Yes RNo
Critical Habitat: UYes ONo Not Sure
15 foot waiver obtained: ❑Yes No
Hazard Notification Returned:
[]Yes ®No
SAV: ❑Yes NNo Not Sure
Shell Bottom: []Yes ❑No ® Not
Temporary Impacts: ®Yes ❑No
Sure
Sandbags: UYes UNo Not Sure
Did the land use classification come
Mitigation Required (optional):
from county LUP: []Yes ®No
[]Yes ®No
Moratorium Conditions:
Environmental Assessment Done:
Length of Shoreline:
®Yes []No ❑NA
®Yes ❑No❑NA
2Y00+ FT.
Shellfish Area Designation:
Project Description: (code)
Development Area: (code)
Open -or- Closed
Municipal
2.6 Acres
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) 0 Swamp Waters (SW)
El High Quality Waters (HQW) LJ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
(404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicomia sp.)
wetlands)
(CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh oordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
alternifiora)
cynosuroides)
(DS) Salt or spike grass (Distichlis
El (SC) Bullrush or three square (Scirpus
(TY) Cattail (Typha sp.)
spicata)
sp.)
(JR) Black needlerush (Juncos
(SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
El No fee required - $0.00
III(A) Private w/ D&F up to 1 acre; 3490
0 III(D) Priv. public or Comm w/ D&F to 1
can be applied - $250
acre; 4144 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
® IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
El Permit Transfer - $100
El III(B) Public or commercial w/ D&F to 1
Express Permit -EjVED
acre; 4144 can be applied - $4W
Major development extension request -
$100
II. Public or commercial/no dredge
and/or fill -$400
OCT 13 2021
I. Private no dredge and/or fill - $250
III(C) Priv. public or Comm w /D&F to 1
DCM
acre; 4144 can be a lied; DCM needs
- MHD CITY

DWQ agreement - $400
RECEIVED
OCT 17 2021
DCM-MHD CITY
919-733-2293 :: 1.888-4RCOAST :: www.neeoastaimanaaement.net revised: 10112J08

Town of Sunset Beach MM 79-19
Date: 10/18/21
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
Channel
1
New Work
Replace
2000
30
6
Maint ❑
❑ Y ON
Channel
1
New Work 0
Replace
1000
20
-6
Maint ❑
❑ Y ® N
BH
New Work
Replace
36
8
Maint ❑
❑ Y ON
Ram p
New Work
Replace
100
24
Maint ❑
❑ Y ® N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y [IN
New Work
Replace
Maint ❑
❑ Y ❑ N
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount
OW
Dredge ® Fill ❑ Both ❑ Other ❑
111000
111000
OW
Dredge ❑ Fill ® Both ❑ Other ❑
2052
0
HG
Dredge ❑ Fill ❑ Both ❑ Other ®
600
0
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
�cVCIVtU
OCT 112021
DCM-MHD CITY
919-733.2293 :: 1-888.4RCOAST :: www.nccoastalmanaaement.net revised: 10/12/06

Date
Date
Check From
Name of
Vendor
Check
Check
Permit
Rct. #
Received
Deposited
Permit Holder
Number
amount
Number/Comments
9/10/2021
Town of Sunset
same
First
21799
$475.00
Major Fee, Canal Drive &Jinks
Tmac rct.
Beach
Citizens
Creek, Sunset Beach BrCo SPLIT
15563
Bank
60/40

Project Name:
Major Permit Fee Schedule
County:
Pmvi,ww&
Check No & Amount:
�yZS/a�-rig
DCM %
DWQ °/a
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100% ($250)
0% ($0)
excavation of any wetlands or
open water areas:
II. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas.
III. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B, C, or D below applies.
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied'
III(B) Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0%, ($0)
No, 4175 can be applied:
III(C) If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
$
60%($240)
40%($160)
Certification No. 4175 cannot be applied:
IV. Development that involves theJas:
and/or excavation of more than on$475
60% ($285)
40% ($190)
of wetlands and/or open water a

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Tracking Number. 70201290000079479401
The delivery status of your item has not been updated as of August 24, 2021, 12:10 am. We
apologize that it may arrive later than expected.
Awaiting Delivery Scan
Q
August 24, 2021 at 12-10 am
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August 24, 2021, 12:10 am
Awaiting Delivery Scan
n updated as of August 24, 2021, 12:10 am. We apologize that
The delivery status of your item has not bee
it may arrive later than expected.
August 23, 2021, 6:10 am
Out for Delivery
PHOENIX, AZ 85018
August 23, 2021, 6:64 am
Arrived at Post Office
PHOENIX, AZ 85018
SEP 2 0 2021
DCM WILMINGTON, NC

C.
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ArTh✓r 4- L)IC4ne _Tn (am
Tracking Number: 70201290000079479531
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This is a reminder to arrange for redelivery of your item before September 22, 2021 or your item will
be returned on September 23, 2021, You may arrange redelivery by using the Schedule a
Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice.
T
Reminder to Schedule Redelivery of your item before September
•
Y
22, 2021 x
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Reminder to Schedule Redelivery of your item before September 22, 2021
This is a reminder to arrange for redelivery of your item before September 22. 2021 or your item will be
returned on September 23, 2021. You may arrange redelivery by using the Schedule a Redelivery feature
on this page or may pick up the Item at the Post Office Indicated on the notice.
SWember 9, 2021, 10:20 am
Available for Pickup
RALEIGH, NC 27628
RECEIVED
SEP
DCM WILMINGTON, NC

USPS Tracking"
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Tracking NuU . 70201290000079479173
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RECEIVED
OCT 11 2021
DCM WILMINGTON, NC

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womestic Mail Only
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E] Return Receipt (hardcopy) $ postmark
C3 0 Return Receipt (electronic) $
1. 1) L1 rl C3 M CoMfied Mail Restricted Delivery $ Here
ED C3 F1 Adult Signature Required $
El Adult Signature Restricted Delivery $
C3 Postage $1 s96
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$
ni fo—tWposUge and Fees
C3 Ise RFCF-IVED
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Joseph and Andres DeFranc,,� ------------------------------------
C3 ii, 7553 Silver View Ln.
rt Raleigh, NC 27613 -------------

=• ste items 1, 2, and 3.
ur name and address on the reverse
�-?46 that we can return the card to you.
O�"ttsch this card to the back of the mailpiece,
a .ate on the front if space permits.
Article Addressed to:
Arthur and, Diane Ingram
7711 Fairview Road
Raleigh, NC 27608-1349
11111111 IN 111111111111111
9590 9402 5585 994 4658 04
7020 1290 0000 7947
'form 3811, July 2015 PSN 7530-02-000-9053
A. Signature
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Q. Received by (Printed
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❑ Adult Signature �� Registers aitTM
❑ Adult Signature RestT ery El Regis d Mail Restric
❑ Certified Mail® 9. _ S D i ry
❑ Certified Mail Restricted DON eturn Receipt for
❑ Collect on Delivery Merchandise
Delivery Restricted Delivery ❑ Signature ConttrnvW*
9531 it © Signature ConfiiuoafN
-- t ,,ail Restricted DAWWED Restricted DohWy
ui r 01 Domestic Return
QCM WILMINGTON, NC

•
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Tracking Number: 70201290000079479319
Your item was delivered to an individual at the address at 12:14 pm on August 23, 2021 in
BELMONT, NC 28012.
G Delivered, Left with Individual
• August 23. 2021 at 12:14 Pm
BELMONT, NC 28012
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August 23, 2021, 12:14 pm
Delivered, Left with Individual
BELMONT, NC 28012
the address at 12:14 pm on August 23, 2021 in BELMONT, N
Your item was delivered to an individual at
28012.
August 23. 2021, 6:47 am
Out for Delivery
BELMONT, NC 28012
m
d
F
RECEIVgn_
— SEP 2 0 -0?1
DCM WILMINGTON, INC

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Tracking Number. 70201290000079479340
Your item was delivered to an individual at the address at 10:36 am on August 24, 2021 in
WAXHAW, NC 28173,
G Delivered, Left with Individual
Q
August 24, 2021 at 10:36 am
WAXHAW, NC 28173 F
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August 24, 2021, 10:36 am
Delivered, Lett with Individual
WAXHAW, NC 28173
the address at 70:36 am on August 24, 2021 in WAXHAW, N
Your item was delivered to an individual at
28173.
August 23, 2021. 10:30 am
Delivery Attempted - No Access to Delivery Location
WAXHAW, NC 28173
RECEIVED
-- EP 2'0 i to
DCM WILMINGTON, NC

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Tracking Number. 70201290000079479418
Your item was delivered to an individual at the address at 11:10 am on August 24, 2021 in
ELUCCITT CITY, MD 21042.
G Delivered, Left with Individual
• August 24, 2021 at W11am
2
ECOTT CfTY, M2
D 21042
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August 24, 2021. 11:10 am
Delivered, Left with Individual
EWCOTT CITY. MD 21042
add
Your item was delivered to an individual at taddress at 11:10 am on August 24, 2021 in EWCOTT CITY,
MD 21042.
August 24. 2021, 623 em
Out for Delivery
ELLICOTT CITY, MD 21042
• - - -- - - - - - SEP 20 2021
DCM WILMINGTON, NC

•
USPS Tracking
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Tracking Number: 70201290000079479258
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Your item was delivered to an individual at the address at 6:52 pm on September 13, 2021 in
WINSTON SALEM, NC 27106.
OV Delivered, Left with Individual
• September 13, 6:52 Pm
WINSTON SALEM,EM, NC
27106
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September 13. 2021, 6:52 Pm
Delivered, Left with Individual
WINSTON SALEM, NO 27106
Your item was delivered to an individual at the address at 6:52 pm on September 13, 2021 in WINSTON
SALEM, NO 27106,
September 11, 2021, 1:39 Pm
Held at Post Office, At Customer Request
WINSTON SALEM, NO 27106
•
RECEWIF T-
')CM WILMINGTON, NC

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VA
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Tracking Number. 70201290000079479302
Your item was delivered to an individual at the address at 12:11 pm on August 23, 2021 in
HARTSMI-E. SC 29550.
0-✓ Delivered, Left with Individual
August 23, 2021 at 12:11 Pm
HARTSVILLE, SC 29550
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Tracking History
August 23, 2021, 12:11 pm
Delivered, Left with Individual
HARTSVILLE, SC 29550
Your Rem was delivered to an individual at the address at 12:11 pm on August 23, 2021 m HARTSVILLE,
SC 29550.
August 22, 2021
In Transit to Next Facility
August 21, 2021, 3:54 pm
Departed USPS Regional Destination Facility
RECEIVED
SEP 20 2021
• DCM WILMINGTON, NC

•
C.
■ ComGlete dems 1, 2, and 3.
■ Print Your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the meiipiece,
IX on the front M epece_�—
Khie Sem Ha
422 E 2nd Ave.
Red Springs, NC 28377-1426
IIII INIIIIIIII II IIIIII I�I-1 OAIII
_ 7947
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7020 1290 0000 _9296
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RECEIVED
SEP 2 0 2021
• - - -- -
DCM WILMINGTON, NC

•
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■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
Gary & Lisa Smithdeal
1204 Checkerberry Drive
Morrisville, NC 27560
A. �Ignature
PC
'� l j(z 3 I fSl Z7
D. Is delivery adtl s tllfferent from Item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Priority Mail Eapre"
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9590 9402 5585 9274 4658 42
❑ Codified Mail Restricted Delivery
❑ Return Rrreipt for
❑ Collect on Delivery
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2. Article Number(rransrar from seMoe ISW
❑ Coeect on DNivery, Reehlcted Delivery
—
❑ Slgnatura Confirmation`^'
❑ signature Confimtaten
7020 1290 0000 7947 9388
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pll Restricted Delley
ReaVi a Dei..ery
PS Form 3811, July 2015 PSN 7530-02-000-9053
Domestic Return Race
■ Complete items 1. 2. and 3. " "s'
■ Print your name and address on the reverse X �� ❑ Agent
so that we can return the card to you. ofDr—es�e
■ Attach this card to the back of the mailpiece, s hro �rinted ) G. Date of Delivery
or on the front if space permits.
1. AniCie Addressed to: D. Is delivery kidnetts different from Item 17 ❑ Yes
If YES, enter delivery address below: ❑ No
George Page
PO BOX 9315"
Dallas, TX 75283
ll I'III' IIII I'llli III III I II IiIIII'I'l II ll �I
9590 9402 6767 1074 2585 86
2. Article Number ffrans/a rrdyn aervco ISO"
7020 1290 0000 7947 9210
PS Form 3811, July 2020 PsN 7&wm-000-e=
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space Permits.
Howard & Ellen West
817 Abelia Road
Columbia, SC 29205-2014
Bev" Type
❑ Priority Mail Er.pressO
Mutt Signature
❑ Register] Ma -
AdultSignatureResettedDelivery
ClRe9dtorecl hiss! Restctel
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Codified Mall Retail Delivery
❑ Signature ConM1nnallonr""
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Restricted Delivery
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round Mall Restricted Delivery
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of Delivery
D. Is delivery address different from Item 1? LjJYea
If YES, enter delivery address below: (a Nc
RECEIVED
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Merchandise
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❑ Culled urn Delivery Restricted Delivery
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❑ Signelure Conrimation
Restncletl Davey
7020 1290 0000 7947 9487
Marl Restricted Delivery
col
Domestic Return Receipt
PS Form 3811, July 2015 PSN 75311-02.000-9053

■ Complete items 1, 2, and 3.
■ Rim your name and address on the reverse
• so that we can return the card to you.
■ Attach this card to the back of the mailplece,
or on the front if space permits.
•
1. Article Addressed to
Neal & Bren Harm
1503 Canal Drive
Sunset Beach, NC 284M
SECTIONCOMPLETE THIS
..
A. Signature
r. 4
X&4wtM
Agertt
erg o Addressee
Received by P&M
°
C. Date of Delivery
4"
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If YES, enter delivery address below: Cl No
Service
3 Seance Type
❑ Mai �
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❑ Adult
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(J R Istered Mall Restricted
❑ Certified Maio
Dal vary
9590 9402 5585 9274 4657 05
❑ Card led Mail Restricted Delivery
❑ Ratene Reel for
M Collect on Delivery
Me"andise
2. Article Number(lisnahr ftmlilndca/abd)
❑ Collect on Delivery Restricted Ddivery,
❑ Signature Confirmationev
Mail
702C 1290 0000 7947 9517 Mail Restricted DelMay,
l- Synature Confirmation
Restrcted Delivery
�SrFo m�3811, July 2015 PSN 7530-02-000-9053
Domestic Return Receipt
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the malipiece,
or on the front if space permits.
1. Article Addressed to
Brett and Beverly Hetrick
2426 Bel Bridge Court
Midlothian, VA 23113fi501
❑ Adel
Date❑pA}7d'd7m
R. Received byy((PA�Nams) C. oDell
D. IsdeliveryaIXYessdifferentfromkeml7 LVyw
If YES, enter delivery address below: ❑ No
3. Service rypa
❑ lt Mal Express®
0Adultig
❑ Regialered Mall^'
❑ Adult Signature Reelected Delivery
❑ Registered Mail Restricted
❑ Cetifad Mall®
Delivery
9590 9402 5585 9274 4656 99
❑ codified Mau Restricted Delivery
❑ Return Receipt M
❑ WWI, an Delivery
Memhandlse
2.
❑ Collect on Delivery Restricted Delivery
❑ Signature ConfrmatbnTM
❑ Signature Confirmation
7020 1290 0000 7947
9548 Mall Restricted Del'ndry
Restricted Delivery
,oI
Ps Form 3811. July 2015 PSN 7530-02-000-8033 Domestic Return Receipt
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiace,
or on the from If space permits.
1. Article Addressed to
X ❑ Agent
eOve ✓ ❑ Andre
B. Received (Prr'nted Name) C. Date of De}
D. Is delivery address tlifferem lrorr{ Item 17 ❑Yes
If YES, emer delivery address below. ❑ No
Robert & Margaret Hoover
440 Deveraux Drive
Wilmington, NC 28412
RECEIVED
II I Illlll I'll ICI 1111 II I IIII I I III IIII I II I I II III
3. Service Type
❑Adult Signieure
❑ Adult al Restricted DeLvery
❑ Registered Maire
❑ promy Raq s eyed l ®steel
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9590 9402 5585 9274 4657 67
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❑signawraCenrrmatid
[3 Signature Confirmatiarrb"CM WILMINGTON, NC
7020 1290 0000 7947
9463
al Restricted Del very
Restricted Delivery
my 2015 PSN 7530-02-000-g063
Domestic Return Receipt

•
•
•
in Complete Items 1, 2, and 3. A.
All Print your name and address on the reverse
so that we can return the card to you. x
■ Attach this card to the hack of the mailpiece, B.
or on the front if space permits.
1. Article Add— t,.-
Janes and Danes Collins Trustees
886 Payne Court
Sunnyvale, CA 94087
1111111111111111111111111111111111111111
9590 9402 6767 1074 2585 79
7020 1290 0000 7947 9227
PS Form 3811. July 2020 PSN 7ti30-o2-000-0053
PS
• Complete items 1, 2, and 3.
■ Print your name and address on the reverse
SO that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
t. ArtlCle Addressed to:
Brad/Melisaa Coverdale
180 Mill Pond Road
Clover, SC 29710-6033
IIINIIIIIIIIIiIIIIIIIIIIII IIIIIIIIIIIIIIIIII
9590 9402 5585 9274 4657 50
7020 1290 0000 7947 9470
m 3811. July 2ot5 PSN 7530-02-0oo•i
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Is deWery address dlfrerent from llanl? 13Yet
If YES, enter delivery address below; p No
a.11 tlalVlce Type
C3 At: Signature
❑ Pe-lly Mail EVpreece
❑ AtlVl Signature Reankted Delivery
❑ Carl Mail®
❑ Registered Mvl'M
❑ Frysterod Mal Restricted
❑ Certified Mail Restricted Delivery
❑ Collect on Delivery
❑ Signatryure Confirm "'.
7 Collect. Delivery Reshkied Delivery
❑ Signature COMirmatlon
Restricted Delivery
d Mal
IdMM." Restricted Dave y
1
Domestic Return Receipt
IV ON DILIVERr'
A. Signalur
B. Racsk�d ❑ Addressee
S—JJ��'ored1 C. Date of Delivery
D. Is delivery address different from item 11 ❑ Yes If YES, enter delivery address below. ❑ No
Service Type
AduM Signature
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CertAletl Mail®
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Mal ' Reatrkled Delivery
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Reel Del",
Do+aeado Return Receipt
■ Complete items 1, 2, and 3. A. SjoDature
■ Print your name and address on the reverse x l ' 13 April
so that we can return the card to you. 0 Addre
in Attach this card to the back of the mallplece, D. R !Jame) C. Date of Del
or on the front 0 space permits.
1. Article Addressed to: D. le addL iffererd fmm Item 11 ❑ Yes
If YES, enter delivery address below. ❑ No
Lenue and Vangelyn Green
PO Box 3130
Shallotte, NC 28459
7020 1290 0000 7947 9289
RECEIVED
3. Service Type
❑ Priority Mail Expresse
❑ Adult Signature
❑ Registered Mal-
0 Adult Signature Restricted Delivery
❑ Certified Male
❑ Regstered Ma 1 Restricted S E P 0 8 z p 2
Delivery
❑ Certified Mail Restricted Delivery
O Signature Cdnlurnatlonw
❑ Collect on Dellvery
❑ Signature Confirmation
❑ Collect on Delivery Restricted Delivery
Restricted Delivery,
ruled Mat
ti:M WILMINGTON, NC
oared Mal Restrc red Delve-
SSnnf
t PS Form 3811, July 2020 PSN 7530-02-CM-9053
Domestfc Return Receipt

IF Complete Items 1, 2, and 3.
• ■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front 0 space permits.
1. Article Addressed to.
•
•
Michael and Betsy Biggers
8030 Rocky River Road
Harrisburg, NC 28075-7613
II IIIIII IIII IIII III IIIIIII I I III III III IIIII III
9590 9402 5585 9274 4658 66
7020 1290 0000 7947 9371
PS Form 3811, July 2015 PSN 7530-M-0004 ss
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mallplece,
or on the front if space permits.
Larry and Vicki Booth
100 Ashe Place
Chapel Hill, NC 27517
Z Agent
Is delve ry address differem from itmn 17' O Y14
If YES, enter delivery address below: ❑ No
oervice type
❑ Priority Mail Expreaa®
Adult Signature
❑ Registered Mall'"
Adult Signature Restricted Delivery
❑ Registered Mail Restrictedal
c"fied Me
Delvey
certlfie Mai Restricted Delrv«
n Re inn Recept r«
collect on Delivery
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Collect on Delivery Restricted Delivery
0 Signature C«frmetion'"'
Insured Mel
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Inwretl Mall Restricted Delivery
Restricted Delivery
(over RSca)
Domestic Return Receipt
A. Signature
d 6 0 Agent
Adddressee
B. Received by (Pn'nted Name) I C. Date of Jpetivery
D. Is delivery address different from item 17 U Ye9
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Priority Met awaese
II
I IIIIII
IIII
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I II I
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9590 9402 6767 1074 2584 01
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❑ collect on Delivery
❑ Signature C xifirmation-
❑Signature Confirmation
2. Article Number (tfansfer from service MW
0 collect on Delivery Restricted Delivery
' mail
Reetncted Delivery^-...
7020 1290 0000 7947
9142 M100ail Restricted Delivery
--
'�^ ^ _ __� �•
tic Rettrn Receipt
■ Complete items 1, 2, and 3. A.
■ Print your name and address on the reverse X
so that we can return the card to you.
■ Attach this card to the back of the mailpiece, e•
or on the from if space permits.
❑ Agent
D. Is delivery address different G`om Worn 17 1�'ef
Frank & Katherine Caldwell If YES, enter delivery address below. ❑ No
960 Murdocksville Road
West End, NC 27376-8808
RECEIVED
SEP O8 20'_1
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DCM WILMINGTON, NC
Restricted Del;
Delivery
❑ Retem Recept r«
7020 1290 0000 7947 9395
❑Colect on Delivery
,I act on Delivery Restricted Delivery
red Mau
MeradumCa
.7 Signature Cmfrmebnm
ro ssp�pj Restricted Delivery
osetenclacelierey en
Resfiaed Delivery
PS Form 3811..h rw sells S ocst •.e•ar. .... ............,

Is
USPS Tracking®
Track Another Package
Tracking Number: 70201290000079479364
FAQs >
Remove X
Your item was delivered to an individual at the address at 11:10 am on August 23, 2021 in
ASHBURN, VA 20148.
G Delivered, Left with Individual
August 23, 2021 at 11:10 am
Cr
ASHBURN, VA 20148
Get Updates
COMPLETE THIS SEC NOW
COMPLETE THIS
SECTIONSENDER:
-
In complete items 1, 2, and 3.
A Signature
❑ Agent
Text & 0 Print your name and address on the reverse
x
❑ Addressee
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
B. Received by (Printed Name) C. Date of Delivery
or on the front if space permits.
t A,41n1a Arfdn.,i el to
D. Is delivery address different from item 1?
❑ Yes
V
Trackrr
If YES, enter delivery address below:
❑ No
Robert & Angela Roy
41187 .Abbey Knoll Cf.
Ashburn, VA 20148
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The wakeford Family Trust
1309 Camille Court
Raleigh, NC 27615-7009
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a Complete Items 1, z, anu o.
■ Print your name and address on the reverse
so that we can return the card to You.
■ Attach this card to the back of the mailPlece,
or on the front if space Permits'
Carolina Stone Setting Co Inc.
PO Boa 156
Cary, NC 27512
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1. Article Addressed to' D. b dalivss d'RE t from aem 17 ❑Yes
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Anthony/Faith Marty"
1524 North Shore Dr.
Sunset Beach, NC 28468
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7020 1290 0000 7947 9524
PS Form 3811, July 2015 PSN 7530-02-000-9053
■ Complete items 1, 2, ands.
■ Print your name and address on the reverse
ao that we can return the card to you.
■ Attach this card to the hack of the mailpiece,
or on the front if space permits.
Thomas & Dianna Mason
19207 Stableford L".
Cornelius, NC 28031
Dor*tic Return Receipt
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or on the front if space permit.
1. Ankle Addressed to.'
Michael Bullock
209 Cypress Point
Mebane, NC 17301-7117
X � u Ayent
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or on the front If space permits. p, Is delivery eddress different from Rem 17 Yea
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Stephen Willis �1
3070 High Cliffs Road
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Debra Sappenfield
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Attach this card to the back of the mailpiece,or
on the front If space penults.
Artic, Addressed io:
If YES,
Nancy Carlton
408 Wolfe St.
Alexandria, VA 22314-3728
III�uIII I'll l'IIII III IIII II IIIIII�IIIII III III
9590 9402 6767 1074 2585 00
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3. Service Type
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■ complete items 1, 2, and 3.
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so that we can return the card to you.
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or on the front if space p D
1. Article Addressed to:
PS
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`❑ Agent
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Date of Del
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if YES, enter delivery address below: ❑ No
Thomas & Debra Lsughery
1608 W ingfoot Drive
Raleigh, NC 27615-5484
3. Service Type
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7020 1290 0000 7947
July 2015 PSN 7530-02-000-9053
■ Complete items t, <, w,Y -
a print your name et ma address
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so that we can
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it .._ _ C.,. a nace permits.
David Hellg
loo Harrison Court
Chapel Hill, NC 27516
II�9590 �II�II�I�I026767 I�I107_2584 663
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n.,mnstic Retum Receipt.

■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Joseph and Andrea DeFranco
7553 Silver View Ln.
Raleigh, NC 27613
11111111111111111111111111111111111111111111111111
2. Article Number (Transfer from service /ahiph
7020 1290 0000 7947
PS Form 3811, July 2020 PSN 7530-02-000-9053
A. Signature
❑ spent
X Addressee
B. Received by (Printed Name) C. Date of Delivery
kyk A KA , f� VV 6W co I Icy 1LA I zi
D. Is delivery address different from item 1? '❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Adult Signature
El Adult Signature Restricted Delivery
❑ Certified Mail®
❑ Certified Mail Restricted Delivery
❑ Collect on Delivery
❑ Collect on Delivery Restricted Delivery
ail
9203
ail Restricted Delivery
7CT 11 2021
❑ Priority Mail Express®
❑ Registered Mail'^'
❑ Registered Mail Restricted
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❑ Signature ConfirmationT'"
❑ Signature Confirmation
Restricted Delivery
Domestic Return Receipt
DCM WILMINGTON, NC

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n..,..o.lA u--1 DIKI Dh—a—i Add,...
Mailine Addrecc
Adiacent To: USPS Trackine Code
NOTES
el -I I d ��A
George Page �.
,.::.
.. ... __
_ "AM
per USPS tracking site, delivered 8/23/21. No green
Glenn and Nancy Evans
105409250361
1201 North Shore Drive
45 Morrison Lane, Hartsville, SC 29550-0379
Cobia Street
70201290000079479302
card returned yet
James
an Street
S
419227
Signed for 8 _ t0 DCM 9/8/21
reen car s g no a e er
-
tracking site, delivered 9/3/21. Provided to DCM
- nd Vangelyn.
105519504892
7335 Pecan _
- _ PO Box 3130 Shallotte, NC 29459
Seaside Road
7020
- . ,_ � -
Edward T Mathers and Lisa L Mathers
105410353281
413 18th St.
9114 Fernwood Rd. Bethesda, MD 20817
Bay Area
70201290000079479241
per USPS trading site, awaiting delivery scan.
r. bra M
105410353498
ed to DCM E
Timothy C Sappenfleld and Debra M
per USPS tracking site, delivered 8/23/21. No green
. Sappenfield
105410354402
Unavailable
111 Amity Circle, Belmont, NC 28012-9522
Bay Area
70201290000079479319
card returned yet
d S Fld Tmothy Jackson
H"Royayd'Agela"�
105410354590
1510 North Shore Dr.
91 Ocean Isle West Blvd, Ocean Isle Beach, NC 28469-7522
Bay Area
;70201290000079479234
Per USPS tracking site, available for pickup.
1_
1
-
Green card nct stgne but returned. USPS tracking
S,shows lef� with individusal 8/23/21. Green card
oy
105410355592
Unavailable
41187 Abbey Knoll Ct. Ashburn, VA 20148-1789
Bay Area
70201290000079479364
and USPS notice provided to DCM 8/27/21
Thomas R Laughery and Debra
Signed but no-. dated. USPS site shows package
- 10356543
1516 North Shor -:-.
h, NC 27615-5494
1e
net S Howard Revocable Living Trust
105410356584
1518 North Shore Dr.
8133 Wacobee Dr. Myrtle Beach, SC 29579-5230
Bay Area
70201290000079479494
Per USPS tracking site, InTransit, Arriving Late
per USPS tracking site, delivered 8/24/21. No green
Chad A Tracy
105410357535
1520 North Shore Dr.
9422 Sir Huon Ln., Waxhaw, NC 28173-0112
Bay Area
70201290000079479340
card returned yet
Joseph M DeFranco Jr and Andrea M
DeFranco
105410357584
1522 North Shore Dr.
7553 Silver View Ln. Raleigh, NC 27613
Bay Area
70201290000079479500
Per USPS tracking site, InTransit, Arriving Late
0358590
1524 -
rtfi Shore ach, NC 28468
1290000079479524
Signedfor
'
Green card si„ned but not dated. Per USPS trac ing
and Ellen B West
105414344824
1501 Canal Dr.
817 Abelia Rd. Columbia, SC 29205-2014
Bay Area
70201290000079479487
site, delivered 8/23/21. Provided to DCM 9/8/21.
nd Bren Harm
7Coverdale
105414344875
1503 Canal Dr.
1503 Canal Drive, Sunset Beach, NC 28468
Bay Area
70201290000079479517
Signed for 9/: /21. Provided to DCM 9/8/21
ason and Dianna
n
105414345827
1505 Canal Dr.
19207 Stableford Ln. Cornelius, NC 28031-5243
Bay Area
70201290000079479432
Signed for 8/-[3/21. Provided to DCM 8/27/21
verdale and Melissa
Signed but nct dated. Per USPS tracking site,
dale
105414345879
1S07 Canal Dr.
180 Mill Pond Rd. Clover, SC 29710-6033
Bay Area
70201290000079479470
delivered 8/30/21. Provided to DCM 9/8/21.
Robert D Hoover and Margaret Hoover
105414346920
1509 Canal Dr.
440 Deveraux Dr. Wilmington, INC 28412-2124
Bay Area
70201290000079479463
Signed for 8, 24/21. Pprovided to DCM 9/8/21.
Gray W Smithdeal and Lisa J Smithdeal
105414346961
1511 Canal Dr.
1204 Checkerberry Dr. Morrisville, NC 27560
Bay Area
70201290000079479388
Signed for 8/27/21. Provided to DCM 9/8/21. -

Y
V/
ldwell and Katherine K
105414347912
Unavailable
960 Murdocksville Rd. West Erd, NC 27376-8808
Bay Area
70201290000079479395
Signed for 9/-
tone Setting Co Inc.
1054143479FA
1515 Canal Dr.
PO Box 156, Cary, Ni_ 27512
208 Cypress Pt. Mebane, NC 27302-7117
Bay Area
Bay Area.
70201290000079479449
79479456
70201290000079479401
Signed for 8/24/21. Provided to DCM 8/27
Signed for 8/23/21. Provided to DCM 8/27/2..
Bullock
105414348925
1601 Canal Dr.
unset -i.0
"and
105414348976
1603 Canal Dr.
5080 N 40th St. Ste 205, Phoen'x, AZ 85018-2159
Bay Area
per USPS track'�.ng site, awaiting delivery scan.
per USPS tracking site, delivered 8/24/21. No green
Meyers and Judith Meyers
105414349927
1605 Canal Dr.
12757 Folly Quarter Rd. Ellicott City, MD 21042
Bay Area
70201290000079479418
card returned yet
Biggers and Betsy B Biggers
105414349979
1607 Canal Dr.
8030 Rocky River Rd. Harrisburg, NC 28075-7613
Bay Area
70201290000079479371
Signed for 8/25/21. Provided to DCM 9/8/21.
John M Maness and Teresa W Maness
105410450010
1609 Canal Dr.
7516 Villanow Dr. Sanford, NC 27332
Bay Area
70201290000079479425
Signed for 8/23/21. Provided to DCM 8/27/21
Wakeford Family Trust
Musdock,Cariton
105410450061
105410451012
1611 Canal Dr.
1613 Canal Dr.
1309 Camille Ct. Raleigh, NC 27615-7009
408 Wolfe St. Alexandria, VA 22314-3728
Bay Area
Bay Area
70201290000079479265
70201290000079479272
Signed for 8/24/21. Provided to DCM 8/27/21
Signed for 8/2:3/21. Provided to DCM 8/27/21
.
Sunset View Inc
105410451063
161.5 Canal Dr.
2890 St. Claire Rd. Winston Salem, NC 27106
Bay Area
70201290000079479258
Per USPS tracking site, shows "forwarded 9/2/21"
6 K Hetrick
105410452025
1701 Canal Dr. _ _ 2426 Bel.Bridge Ct. Midlothian, VA 23113-6501
Bay Area
70201290000079479548
_-
Signed for 8127/21. Provided to DCM
___ -._ _ _....-
-Area
10201
Ii
Arthur M Ingram Jr and Diane Ellen
Ingram
105410453027
1705 Canal Dr.
2711 Fairview Rd. Raleigh, NC 27608-1349
Bay Area
70201290000079479531
Per USPS tracking site "held at post office at
customer request'
per USPS tracking site, delivered 9/7/21. No green
Khie Sem Ha
105410453068
1707 Canal Dr.
422 E 2nd Ave, Red Springs, NC 28377-1426
Bay Area
70201290000079479296
card returned yet
t.
Lllffs Rd. Pfafko -�W
Bay Area
70201
U—

0 0 �4,vj *9 T44
USPS Tracking'
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Tracking Number: 70201290000079479197
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Your item was delivered to an individual at the address at 2:38 pm on October 4, 2021 in MYRTLE
BEACH, SC 29579.
OV Delivered, Left with Individual
October 4, 2021 at 2:38 pm a
MYRTLE BEACH, SC 29579 0
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Tracking History
October 4, 2021, 2:38 pm
Delivered, Left with Individual
u
n
MYRTLE BEACH, SC 29579
Your item was delivered to an individual at the address at 2:38 pm on October 4, 2021 in MYRTLE BEACH,
SC 29579.
October 3, 2021
In Transit to Next Facility
October 2, 2021, 8:04 pm
Departed USPS Regional Destination Facility
RECEIVE[)
OCT 0 5 '021
OCM WILMINGTON, NC

C7
•
USPS Tracking°
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Tracking Number: 70201290000079479180
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Your item was delivered to an individual at the address at 12:15 pm on October 4, 2021 in OCEAN
ISLE BEACH, NC 28469.
OV Delivered, Left with Individual
October 4, 2021 at 12:15 pm
OCEAN ISLE BEACH, NC 28469
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October 4, 2021, 12:15 pm
Delivered, Left with Individual
OCEAN ISLE BEACH, NC 28469
u
n
Your item was delivered to an individual at the address at 12:15 pm on October 4, 2021 in OCEAN ISLE
BEACH, NC 28469.
October 3, 2021
In Transit to Next Facility
October 2, 2021, 11:20 pm
Departed USPS Regional Facility
RECEIVED
OCT 05')ZI
DCM WILMINGTON, NC

0 0 sm�A �x
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Tracking Number: 70201290000079479166
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Your item was delivered to an individual at the address at 1:14 pm on October 4, 2021 in PHOENIX,
AZ 85018.
G Delivered, Left with Individual
October 4, 2021 at 1:14 pm a
PHOENIX, AZ 85018
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Tracking History
October 4, 2021, 1:14 pm
Delivered, Left with Individual
PHOENIX, AZ 85018
u
n
Your item was delivered to an individual at the address at 1:14 pm on October 4, 2021 in PHOENIX, AZ
October 3, 2021, 3:29 pm
Departed USPS Regional Destination Facility
PHOENIX AZ DISTRIBUTION CENTER ANNEX
RECEIVED
OCT 0 5 ' " 1,
DCM WILMINGTON, NC

2 3 4 5
- __ - - `ll ht"I
2� 1�``
TOWN OF SUNSET BEACH NAVIGATION
PROJECT: BAY AREA REALIGNMENT &
TEMPORARY OFFLOADING SITES
SUNSET BEACH, NORTH CAROLINA
N
PECAN AVENUE SEASIDE it
ACCESS TEMPORARY
OFFLOADING PIER
LAT:33'52'23-
LONG: 78'23'35'
r PROJECT SITE
`TEMPO
BULKHEAD SITE
INDEX OF DRAWINGS
SHEET NO.
G-001
G 2
SHEET TITLE
COVERSHEET
GENERAL NOTES
C-101
SITE PLAN
C-102
DREDGE PLAN
S-501
COSTA STREET TEMPORARY BULKHEAD DETAILS 6 NOTES
S502
PECAN AVENUE SEASIDE ACCESS TEMPORARY OFFLOADING PIER
DETAILS 6 NOTES
n•r a
45T+� `nAtE
PROJECTSITE
I - STREET TEMP
TEMPORARY
8Ui5'IFAO—�-�
.{qy SUNS F'
VICINITY MAP RECEIVED
NOTTOS E
AUG 2 3 2021 (o
DCM WILMINGTON, NC O
2 - 3
--
LOCATION PLAN_
NOT TO SOALE
A:.ANTC OCEAN.
TUBBS
INLET
10
HOT
R s i'
s� � 9
i a
REC:
l
OCT 02 "
Shea,
ISSUED FOR PERMIT
Rek,ence No.
ISSUED: 2021-08-17
G-001
NOT TO BE USED FOR CONSTRUCTION
MCF% 1 OF 6
ITY

GENERAL NOTES:
1. THE BATHYMETRY PRESENTED IS BASED ON A SURVEY CONDUCTED BY
GEODYNAMICS LLC DATED AUGUST NN AND CAN ONLY BE CONSIDERED AS
REPRESENTATIVE AT THAT TIME.
2. PLAIN COORDINATES AND WORK POINTS ARE BASED ON THE NORTH CAROLINA
STATE PLANE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83).
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO MEAN LOW WATER (MLW).
4. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGE AREA AS SHOWN ON THE DRAWINGS WITH AN ALLOWABLE
OVER�OEPTH Of ONE FOOT.
5. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE AND
SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING TO THE
PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EKISVNG CONDITIONS
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES.
7. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE
CONTRACTORS RESPONSIBILITY.
8. THE AERIAL IMAGERY PRESENTED ON THE PLANS IS A NC ONE MAP FROM nN
AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME.
9. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN
ON THE DRAWINGS AND BELOW ARE BASED ON NOAA TIDAL DATUMS AT THE
SUNSET BEACH (STATION "659897) AND VDATUM VERTICAL TRANSFORMTION.
MH W........4.95 FT
NAVD......2.86FT
MTL......... 2.47 FT
MLW......-.0.00 FT
MLLW......-0.19 FT
10. SURVEY BENCHMARK IS NDS MARKER 'SEASIDE RESET'NAVD88 EL42.O FT.
11. SLOPES CALLED OUT ON PLANS HORIZONTAL: VERTICAL
PERMITS:
1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES
BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE OWNER,
2. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE
CONTRACTOR TO COMPLY WITH THE ENVIRONMENTAL PERMITS ISSUED FOR
THIS PROJECT, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS.
SEETHE TECHNICAL SPECIFICATIONS.
MAIN CHANNEL VOLUME TABLE
STATION
CUMULATIVE
DESIGN
DREDGE
VOLUME(CY)
CUMULATIVE
DREDGEVOLUME
INCLUDING
OVERDEPTH(CY)
12+00.D0
0
0
12+50.OD
295
428
13+00.00
693
853
13+50A0
820
t178
14+00.00
1055
1511
14+50.00
1291
is"
15.00.00
1527
2178
15+50A0
IRIS
2618
16+00.00
WIG
2855
18+50.00
2267
3214
17+00.00
2514
3380
17+50.00
27M
3904
18+00.00
3000
4243
is+50.00
3239
4581
19+00.00
M37
4930
19+N.N
3741
5285
20+00.00
4N3
5729
20+50.00
4326
6165
21+00.00
4486
6431
21-W.M
4568
6595
22-00.00
4698
W72
22+50.00
4598
W93
23+00.00
45N
6719
P4812
8758
.00
IBZS
8782
' STATION.0.50+00 THROUGH STATION 124W.00
PREVIOUSLY PERMITTED.
SECONDARY CHANNEL VOLUME TABLE
STATION
CUMULATIVE
DESIGN
DREDGE
VOLUME ICY)
CUMULATIVE
DREDGE VOLUME
INCLUDING
OVERDEPTH(CY)
13+00DO
0
0
13+50.00
185
242
14+00.00
348
504
14460.00
S43
781
15+ODA0
746
lass
15.50.00
951
1359
15+00Aa
1150
1"1
16+50.00
1337
1907
17+N.00
1514
210
17+50.00
1675
2401
16+00.00
Isla
2816
1B+N.00
1950
28M
19400.00
2093
3036
19+SOLN
2253
3273
2N00.00
2422
3518
20+50.00
2582 13753
2 of
ABBREVIATIONS:
APPROX APPROXIMATE
AVE
AVENUE
CIR
CIRCLE
CL
CENTERLINE
OR
DRIVE
E
EAST OR EASTING
EXIST.
EXISTING
PROP
PROPOSED
TYP
TYPICAL
MLW
MEAN LOW WATER
N
NORM OR NORTHING
NAD83
NORM AMERICAN DATUM OF ISM
PL
PLACE
S
SOUM
ST
STREET
USACE
UNITED STATES ARMY CORPS OF ENGINEERS
8
AND
bISSUED FOR PERMIT
ISSUED: 2021-08-17
T- NOT TO BE USED FOR CONSTRUCTION
6
=g10
0
2
Q
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ID CITY
CITY
d
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Reference rvo.
ILI
�
G-002
0
INDEX 2 OF 6

s.
l
to
r
V,

3
5
— _ --- a W;
agoN SHOVE DR. 1"..
L V�
N F
. F SECONDARY CHANNEL
-5.0 MLW (MN
a DESIGN DREDGE: E1
31 S1DE SLOPES
PRIMARY CHANNEL',
DESIGN DREDGE'.
P� 3:13ME SLOPES -
>T
BAY AREA
PERMITTED
ALIGNMENT
AL
C
� h
N
B1 DREDGING PLAN
c1oT scue I- Im
APPDXILIATE
EXISTING GRADE
CL ALIGNMENT
DESIGN DREDGE DEPTH EL -5.0' MLW
OVERDEPTH DREDGE EL bff MLW
APPDXIMATE
EXISTING GRADE
SOUTH JINKS CREEK �+ y
PERMITTEDCHANNE'LI �.:
ALIGNMENT(NOCHASI"�\\ k
PROPOSED)— — .1 L'
LIMITS OF 1
DREDGING. TYP r I L
I I
''a0-I �tl 1GD 1 20+00 2�+00
CHANNEL TERMINATES AT THE
\ \ CONFLUENCE OF SOUTH JINKS CREEK
�5,,�y'
' .;}
/1 i _� H
-E.*A ° 4 YrJ t1i# wet
t
b
,
EMNN5T
DESIGN DREDGE DEPTH EL.5.0' MLW
OVERDEPTH DREDGE EL -6.0- MLW
A1_ TYPICAL SECTION -SECONDARY CHANNEL RECEIVED n TYPICAL SECTION - PRIMARY CHANNEL
G1M NOT TO %CALF G1M NOT TOSGLE
AUG 2 3 2021
NOTES
1. THE REALIGNMENT HAY AREA DREDGE CHANNEL WILL TIE
INTO EXISTING AND CURRENTLY PERMITTED BAY AREA
ALIGNMENT AT STATION 12-00 AS SHOWN ON THE DRAWINGS.
2. THE HAY AREA ALIGNMENT FROM STATION -0+50 TO 12,00
SHALL REMAIN THE SAME AS CURRENTLY PERMITTED. NO
CHANGES ARE PROPOSED FOR THE PREVIOUSLY PERMITTED
AREAS SHOWN.
LEGEND
BASELINE OF CHANNEL
® BASE DREDGE
LIMITS OF DREDGE 3'.1 SIDE SLOPE
'W O Im 2CV
SCALE 1^-100'
O
ISSUED FOR PERMIT
ISSUED: 2021-08-13
NOT TO BE USED FOR CONSTRUCTION
i
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uoq
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ua
� f $ t �
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15
OCT 41 M 21
SI61BI
R-1 -n No.
G102
INWX 4 OF 6
A

LIMITS OF DREDGE
PREVIOUSLY PERMITTED
TEMPORARY GA N
BULKHEAD CENTERED
ON COBIA STREET
I r;--
=� PROPOSED .�
_ {6 EXCAVATOR LOCATION l`
. -
r
O
b
a
m
ut
TOP OF TEMPORARY BI
1
EL N.D3 MLW
TEMPORARY
ROCK -FILLED
$`
GALLON BASKET
-:
WALL SEE NOTE
GEOTEXTILE GRIDS
FILTER FABRIC UNDER
3 BEHIND GABION
BULKHEAD 3STONE -
'
EXIST. MUDLINE
EL K0.04 MLW
FILL VOID BETWEEN EXIST. 8
TEMPORARY GABION BULKHEAD
FROM THE MUDLINE TO THE TOP
OF BULKHEAD AS SHOWN WI
NCOOT$57 STONE
ON CRIBBING
TOP OF EXIST. BULKHEAD
EL-B.SE
EXIST. 112'0 ANCHOR
ROD, SPACING VARIES
4'-0' TO 6-9' O.C.
EXIST. B'KB' TIMBER
WALE
GEOTEXTILE FILTER
FABRIC
EXIST. VINYL SHEET
PILE BULKHEAD
11INk
FXiST W,Nl,, SHEET
'£SUIKHFAD
I D4 PHOTOGRAPH - TEMPORARY BULKHEAD
5501 SCME'. TUTS
NOTES:
1. THE MINIMUM GABION DIMENSIONS ARE AS FOLLOWS'.
A TOP LEVEL= V-W WIDE. 1'A' HIGH
B. MIDDLELEVEL="'WIDEXVHIGH
EXIST. PILE TIP Ir C. BOTTOM LEVEL = V-(F WIDE X XHIGH
EL UNKNOWN
2. CRIBBED EXCAVATOR SHALL BE PLACED NO CLOSER
TO EXISTING VINYL SHEET PILE BULKHEAD THAN
DIMENSION SHOWN.
C3 SECTION- TEMPORARY BULKHEAD
ISEOI SCALE: JN'•I•L'
GENERAL NOTES:
1. SURVEY AND HYDROGRAPHIC DATA AT THE PROJECT SITE IS UNAVAILABLE. LOCATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE AND TO BE
DETERMINED BY THE CONTRACTOR.
2. PROVIDE CRIBBING UNDER EXCAVATOR AS NEEDED TO NOT EXCEED THE UNIFORM DISTRIBUTED LIVE LOAD DURING OPERATION OF THE EXCAVATOR.
3. WRAPM57 STONE FILL WITH GEOTEXTILE FILTER FABRIC TO PREVENT LOSS OF FILL AT ENDS OF GABION WALL.
4. CONTRACTOR SHALL COMPLETELY REMOVE ALL ITEMS ASSOCIATED WITH THE TEMPORARY BULKHEAD AT COMPLETION OF THE PROJECT.
WIRE MESH GABIONS:
I. GASION BASKETS SHALL BE MANUFACTURED FROM WELDED WIRE FABRIC, IN ACCORDANCE WITH ASTM A974. OR DOUBLE TWISTED HEXAGONAL WOVEN
STEEL WIRE MESH, W ACCORDANCE WITH ASTM A975,
2. SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS SHOWING THAT GABION BASKETS COMPLY WITH THE NOTED REQUIREMENTS.
3. GABIONS SHALL BE DELIVERED WITH ALL COMPONENTS MECHANICALLY CONNECTED AT THE PRODUCTION FACILITY. ALL GASIONS ARE SUPPLIED IN THE
COLLAPSED FORM. BUNDLES SHALL BE LABELED TO SHOW THE DIMENSIONS OF THE GABIONS INCLUDED. THE NUMBER OF PIECES, AND THE COLOR CODE.
4. WIRE MESH AND WELDED WIRE FABRIC SHALL BE MADE FROM ZINC COATED WIRES.
3. FOR GABIONS. THE ABILITY TO FUNCTK)N PROPERLY DEPENDS UPON THEIR STABILITY, WHICH IS PARTLY DEPENDENT WON THE ROCKS FILLING THEM.
S. ROCK SIZES SHALL BE CHOSEN TO PREVENT THEM FROM FALLING THROUGH THE MESH OF THE GABIONS. ROCK TO FILL GABIONS SHALL BE DURABLE AND
OF SUITABLE QUALITY TO ENSURE PERMANENCE IN THE STRUCTURE AND CLIMATE IN WHICH IT IS TO BE USED. ROCK SHALL BE DELNERED TO THE WORK
SITE IN A MANNER TO MINIMIZE ITS REDUCTION IN SIZES (BREAKDOWN) DURING THE HANDLING OF THE ROCK, AND BE PLACED AND SECURED WITHIN THE
ASSEMBLED AND INTERCONNECTED GASION.
T. THE INCLUSION OF MORE THAN 5%BY WEIGHT OF DIRT, SAND, CLAY, AND ROCK FINES WILL NOT BE PERMITTED. ROCK MAY BE OF A NATURAL DEPOSIT OF
THE REQUIRED SIZES. OR MAY BE CRUSHED ROCK PRODUCED BY ANY SUITABLE METHOD AND BY THE USE OF ANY DEVICE THAT YIELDS THE REQUIRED
SIZE LIMITS OF 4 INCHES.
S. ROCKS SHALL BE HARD, ANGULAR TO ROUND. DURABLE AND OF SUCH DUALITY THAT THEY SHALL NOT DISINTEGRATE ON EXPOSURE TO WATER OR
WEATHERING DURING THE LIFE OF THE STRUCTURE,
9. STONE FILL AND CRUSHED STONE SHALL MEET THE QUALITY REQUIREMENTS OF ASTM C33.
10. SUBMIT CERTIFICATES SHOWING THAT ROCK FILL COMPLIES WITH THE NOTED REQUIREMENTS.
11. BEFORE INSTALLATION OF WIRE MESH GABIONS. CONTRACTOR SHALL LEVEL GABION WALL EXTENTS AND INSTALL A GEOTEXTILE GRID AND GETOTEXTILE
FILTER FABRIC UNDER THE GARION WALL RECEIVED
12. GAMONSSHALLBEINSTALLED INACCORDANCE NTH MEMANUFACTURER'S INSTRUCTIONS. RECEIVED
13. INSTALL GASIONS FROM BARGE ON WATERSIDE OF EXISTING BULKHEAD.
AUG 2 3 2021
GEOTEXTILE:
1. PROVIDE GEOTEXTILE THAT IS A WOVEN PERVIOUS SHEET OF PLASTIC YARD AS DEFINED BY ASTM D123 MATCHING OR EXCEEDING THE MINIMUM AVERAGE
ROLL VALUES LISTED BELOW. STRENGTH VALUES INDICATED ARE FOR THE WEAKER PRINCIPLE DIRECTION.
A. GRAB STRENGTH ...... .-_.......... _...... ........... ____.._._____.._....___.............. 20D LSS (ASTM o4B32)
B. SEAM STRENGTH .... .................... .._..__-.._._..._____..._......___...._____............ 180 LOS (ASTM 04632)
C.. PUNCTURE. ..........................._.....-.........___.....__._....__.___............_...._.____...........W LBS (ASTM 06241)
D. TRAPEZOID TEM............_...__...._...__..._.__......................_........._........_....._.............. 70 LBS (ASTM D4533)
E. APPARENT OPENING SIZE ......... ___...__.............................................. .... ..... ..... AO US SIEVE (ASTM D4751)
F. PERMITIVITY.............................. _.............. _.__....... ........ _.._................... _............. 0.06 SECA (ASTM D4491)
G. ULTRAVIOLET DEGREDATION..... .............. ...... _.... ...................... ....... ...W%AT 500 HOURS (ASTM D4355)
2. FIBERS USED IN THE MANUFACTURING OF THE GEOTEXTILE SHALL CONSIST OF A LONG -CHAIN SYNTHETIC POLYMER COMPOSED OF AT LEAST 85 PERCENT
SY WEIGHT OF POLYOLEFINS, POLYESTERS, OR POLYAMIDES. ADD STABILIZERS AND/OR INHIBITORS TO THE BASE POLYMER, IF NECESSARY TO MAKE THE
FILAMENTS RESISTANT TO DETERIORATION CAUSED BY ULTRAVIOLET LIGHT AND HEAT EXPOSURE. RECLAIMED OR RECYCLED FIBERS OR POLYMER SHALL
NOT BE ADDED TO THE FORMULATION. GEOTEXTILE SHALL BE FORMED INTO A NETWORK SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL
STABILITY RELATIVE TO EACH OTHER, INCLUDING THE EDGES. FINISH THE EDGES OF THE GEOTEXTILE TO PREVENT THE OUTER FIBER FROM PULLING
AWAY FROM THE GEOTEXTILE.
3. SEW THE SEAMS OF THE GEOTEXTILE WITH THREAD OF A MATERIAL MEETING THE CHEMICAL REQUIREMENTS GNEN ABOVE FOR GEOTEXTILE YARN OR
BOND THE $EAMS BY CEMENTING OR BY HEAT. TEST SEAMS IN ACCORDANCE WITH METHOD ASTM D48841048MM. THE STRENGTH OF THE SEAM SHALL BE
NOT LESS THAN 90 PERCENT OF THE REQUIRED GRAB TENSILE STRENGTH OF THE UNAGED GEOTEXTILE IN AM' PRINCIPAL DIRECTION.
4. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
2. SUBMIT MANUFACTURERS PRODUCT DATA SHEETS SHOWING THAT GEOTEXTILES COMPLY WITH THE NOTED REQUIREMENTS.
DESIGN CRITERIA:
1. CODES S REFERENCES AS APPLICABLE:
A ASCE-7 (AMERICAN SOCIETY OF CIVIL ENGINEERS -NIB
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS - 2WI)
Q W 18 NORTH CAROLINA STATE BUILDING CODE
2. GRAVITY LOADS:
A. UNIFORM DISTRIBUTED LIVE LOAD:
400 PST @ PROPOSED EXCAVATOR LOCATION ONLY
3. DESIGN DREDGE DEPTH. ........................ EXISTING 4p Pp ZNI'
4. GEOTECHNICAL PROPERTIES NOT AVAILABLE. ASSUMED SOIL PARAMETERS: SCALE: 31W=1'-0"
A EXISTING SOIL TYPE .........................SAND
B, EXISTING SOIL UNIT WEIGHT...... ...... . 120 PCF Sn 9 w
C. EXISTING SOIL FRICTION ANGLE .............. 25'
D. GABION CELL FILL UNIT WEIGHT .............. 1W PCF � SCALE: 1'=50'
5. SEISMIC DESIGN HOT CONSIDERED FOR TEMPORARY CONDITION
N O ISSUED FOR PERMIT
ISSUED: 2021-05-17
NOT TO SE USED FOR CONSTRUCTION

GREEN LENUE ETUX
GREEN VANGELYN
TEMPORARY OFFLOADING
PIER BY CONTRACTOR,
SEE GENERAL NOTES
FILL BETWEEN GA810NS W ITH
STONE AND GEOTEXTILE
FABRIC AS REQUIRED, SEE
GENERAL NOTES 4 S 5 - -
COMPAHOINC 6 BRUNS
/I
INTRACOASTAL
WATERWAY
EXIST. TIMBER PIER _l
NOTE:
LENGTH TO PROVIDE APPROXIMATELY 2.5'
OF WATER DEPTH AT MEAN LOW WATER.
C1 PLAN -PECAN AVENUE SEASIDE TEMPORARY OFFLOADING PIER C3 PHOTO
4101 S(91E: TUTS
&SW SGLLE: Ni3
GENERAL NOTES:.
1. SURVEY AND HYDROGRAPHIC DATA AT THE PROJECT SITE IS UNAVAILABLE. LOCATIONS AND DIMENSIONS SHOWN ME APPROXIMATE AND TO BE
DETERMINED BY THE CONTRACTOR.
2. THE CONTRACTOR SHALL DESIGN A TEMPORARY OFFLOADING PIER AS SCHEMATICALLY SHOWN ON DRAWINGS TO FACILITATE TRANSPORTATION OF
DREDGED MATERIAL TO THE IDENTIFIED MATERIAL DISPOSAL SITE. THE LENGTH, WIDTH, HEIGHT. ETC. SHOWN FOR THE TEMPORARY OFFLOADING PIER IS
SCHEMATIC ONLY AND SHALL BE ADJUSTED ACCORDINGLY TO ALIGN WITH CONTRACTOR PROPOSED OFFLOADING EQUIPMENT AND OPERATIONS. A GAISION
WALL FILLED WITH STONE OPTION IS SHOWN. OTHER SIMILAR TYPE TEMPORARY OFFLOADING PIER STRUCTURES WOULD ALSO BE CONSIDERED.
3. THE CONTRACTOR SHALL PROVIDE A SUBMITTAL OF THE PROPOSED TEMPORARY OFFLOADING PIER DESIGN, INCLUDING DESIGN CRITERIA, DRAWINGS,
AND MATERIALS. THE SUBMITTAL SHALL BE SIGNED AND SEALED By A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE OF
THE DESIGN.
4. PROVIDE GEOTEXTILE FABRIC BETWEEN GASION BASKETS AND STONE FILL AS REQUIRED.
S. CONTRACTOR SHALL COMPLETELY REMOVE ALL ITEMS ASSOCIATED WITH THE TEMPORARY OFFLOADING PIER AT COMPLETION OF THE PROJECT.
WIRE MESH GABIONS:
1. GASION BASKETS SHALL BE MANUFACTURED FROM WELDED WIRE FABRIC, IN ACCORDANCE WITH ASTM A974, OR DOUBLE TWISTED HEXAGONAL WOVEN
STEEL WIRE MESH, IN ACCORDANCE WITH ASTM A975.
2. SUBMIT MANUFACTURERS PRODUCT DATA SHEETS SHOWING THAT GABION BASKETS COMPLY WITH THE NOTED REQUIREMENTS.
3. GABIONS SHALL BE DELIVERED WITH ALL COMPONENTS MECHANICALLY CONNECTED AT THE PRODUCTION FACILITY. ALL GASIONS ARE SUPPLIED IN THE
COLLAPSED FORM. BUNDLES SHALL BE LABELED TO SHOW THE DIMENSIONS OF THE GABIONS INCLUDED, THE NUMBER OF PIECES. AND THE COLOR CODE-
4. WIRE MESH AND WELDED WIRE FABRIC SHALL BE MADE FROM ZINC COATED WIRES.
S. FOR GARIONS, THE ABILITY TO FUNCTION PROPE FLY DEPENDS UPON THEIR STABILITY. WHICH IS PARTLY DEPENDENT UPON THE ROCKS F ILLING THEM.
S. ROCK SIZES SHALL BE CHOSEN TO PREVENT THEM FROM FALLING THROUGH THE MESH OF THE GABIONS. ROCK TO FILL GARIONS SHALL BE DURABLE AND
OF SUITABLE QUALITY TO ENSURE PERMANENCE IN THE STRUCTURE AND CLIMATE IN WHICH IT IS TO BE USED. ROCK SHALL BE DELIVERED TO THE WORK
SITE IN A MANNER TO MINIMIZE ITS REDUCTION IN SUES (SREAI(DOWN) DURING THE HANDLING OF THE ROCK. AND BE PLACED AND SECURED WITHIN THE
ASSEMBLED AND INTERCONNECTED GABION.
7. THE INCLUSION OF MORE THAN 5%BY WEIGHT OF DIRT, SAND, CLAY, AND ROCK FINES WILL NOT BE PERMITTED. ROCK MAY BE OF A NATURAL DEPOSIT OF
THE REQUIRED SIZES, OR MAY BE CRUSHED ROCK PRODUCED BY ANY SUITABLE METHOD AND BY THE USE OF ANY DEVICE THAT YIELDS THE REWIRED
SIZE LIMITS OF 4-B INCHES.
8. ROCKS SHALL BE HARD, ANGULAR TO ROUND, DURABLE AND OF SUCH QUALITY THAT THEY SHALL NOT DISINTEGRATE ON EXPOSURE TO WATER OR
WEATHERING DURING THE LIFE OF THE STRUCTURE.
9. STONE FILL AND CRUSHED STONE SHALL MEET THE QUALITY REQUIREMENTS OF ASTM C33.
10. SUBMIT CERTIFICATES SHOWING THAT ROCK FILL COMPLIES NTH ME NOTED REQUIREMENTS
11. GABIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
TEMPORARY
OFFLOADING PIER APPROX TOP OF
BY CO—NTRACTOR STONE FILL
BETWEEN GARIONS
D3 SECTION - TEMPORARY OFFLOADING PIER
SSW SCALE, Ni3
TOP OF OFFLOADING
PIER AS REWIRED BY
CONTRACATOR
$MHW N 95
-VMLW54.9
EL2
APPROXIMATE MUDLINE
GEOTEXTILE FABRIC
EXIST. SHORELINE
GRAPH - PECAN AVE SEASIDE ACCESS C4 PHOTOGRAPH - PECAN AVE SEASIDE ACCESS
Sd03 9CKE: HTS
GEOTEXTILE:
,. PROVIDE GEOTEXTILE THAT IS A WOVEN PERVIOUS SHEET OF PLASTIC YARD AS DEFINED BY ASTM 0123 MATCHING OR EXCEEDING THE MINIMUM AVERAGE
ROLL VALUES LISTED BELOW. STRENGTH VALUES INDICATED ARE FOR THE WEAKER PRINCIPLE DIRECTION.
A. GRAB STRENGTH........................................... ................. I ...... .- .... _........................ 2W LBS (ASTM 04632)
8. SEAM STRENGTH.............. -... -................ ................... ........ _.......... - ...................... ..- ... 180 LBS (ASTM D4532)
C. PUNCTURE.............................. -_....-......................... _--.._-........ ........ ................. ....... .A0 LBS (ASTM D6241)
D. TRAPEZOID TEAR......................... -............ ... ... ........ _..-................... .................. ........ 70 LBS (ASTM D4533)
E. APPARENT OPENING SIZE ..... .... ....-..................... -..-...... _.._........ ............... 40 US SIEVE (ASTM D4751)
F. PERMITIVITY..... .............-........... .... -............. ............... .......................................... 0.05 SEC-11ASTM D4491)
G. ULTRAVIOLET DEGREDATION.---_....................... .....---...._..........._50% AT 500 HOURS (ASTM INIM)
2. FIBERS USED IN THE MANUFACTURING OF THE GEOTEXRLE SHALL CONSIST OF A LONGCHAIN SYNTHETIC POLYMER COMPOSED OF AT LEAST 85 PERCENT
BY WEIGHT OF POLYOLEFINS, POLYESTERS, OR POLYAMIDES. ADD STABILIZERS ANOFOR INHIBITORS TO THE BASE POLYMER, IF NECESSARY TO MAKE THE
FILAMENTS RESISTANT TO DETERIORATION CAUSED BY ULTRAVIOLET LIGHT AND HEAT EXPOSURE. RECLAIMED OR RECYCLED FIBERS OR POLYMER SHALL
NOT BE ADDED TO THE FORMULATION. GEOTEXTILE SHALL BE FORMED INTO A NETWORK SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL
STABILITY RELATIVE TO EACH OTHER, INCLUDING THE EDGES. FINISH THE EDGES OF THE GEOTEXTILE TO PREVENT THE OUTER FIBER FROM PULLING
AWAY FROM THE GEOTEXTILE.
3. SEW THE SEAMS OF THE GEOTEXTILE WITH THREAD OF A MATERIAL MEETING THE CHEMICAL REQUIREMENTS GIVEN ABOVE FOR GEOTEXTILE YARN OR
BOND THE SEAMS BY CEMENTING OR BY HEAT. TEST SEAMS IN ACCORDANCE WITH METHOD ASTM D4884104B84M. THE STRENGTH OF THE SEAM SHALL BE
NOT LESS THAN 90 PERCENT OF THE REQUIRED GRAB TENSILE STRENGTH OF THE UNAGED GEOTEXTILE IN ANY PRINCIPAL DIRECTION.
4. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
5, SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS SHOWING THAT GEOTEXTILES COMPLY WITH THE NOTE)REQUIREMENTS.
DESIGN CRITERIA:
i. CODES A REFERENCES AS APPLICABLE:
A ASCE-7 (AMERICAN SOCIETY OF CIVIL ENGINEERS - 2018)
B. ASTM (AIERICAN SOCIETY FOR TESTING AND MATERIALS - 2021)
C. 2018 NORTH CAROLINA STATE BUILDING WOE
2. DESIGN SHALL ACCOUNT FOR ALL APPLICABLE LOADS ASSOCIATED WITH CONTRACTOR'S PROPOSED TEMPORARY PIER AND OFFLOADING
EOUIPMENTIOPERATKXJS.
3, SEISMIC DESIGN NEED NOT BE CONSIDERED FOR TEMPORARY CONDITIONS.
4. GEOTECIEWM PROPERTIES NOT AVAILABLE.
Li
60 ISSUED FOR PERMIT
ISSUED: 2021-08-17
NOT TO SE USED FOR CONSTRUCTION