20020158 Ver 4_CAMA Application_20211013

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
"MAJOR MODIFICATION"
1. 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 1811 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 — 8/23/21 401 WQC Pre -File Date — 7/2/21
DCM Complete — 10/1 1 /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 -
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Estuarine Waters
111,000 sq. ft.
2,052 sq. ft.
(Open water)
(temporary
impact)
(B) Oceanfront Beach
(C)) High Ground
600 5q. ft. (temp.
impact)
(D) Total Area Disturbed: 113,652 sq. ft. (2.6 Acres)
(E) Primary Nursery Area: No
(F) Water Classification: "SC"
Open: No
8. 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 strictures at two
offload sites.

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 18' 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
AIW W 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 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 alternii lora), 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 Jinks 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 311 through 1311 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 that
are closest to the proposed primary and secondary channels (see Attached documentation).

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 1 and March 31s` 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 which would 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 temporary bulkhead is 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 ofNHW 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.

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 20`h, 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

Town of Sunset Beach, Jinks Creek c/o Moffat & Nichol Major Mod.
Page 4
H. 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 20", 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

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
RECEIVED
AUG 2 3 2021
UCM WILMINGTON, NC
N

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
��
vARNA1.LrowH-
v
SL]SET BEACH r. --
HOLDEN BEACH LOCRN'OODS
OAR ISLAND
-' '- SHALLOM
FOLLY CHIT
CASIVELLBEACH
OCEAN ISLE
BEACH
TUBBS
LONG BAY
MET PROJECTAREA
Figure 1. Project Vicinity Map
SOUTHPORT
ATLANTIC OCEAN
ONSLOW BAY
j
l (L
BALD HEAD ISLAND
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 patterRIf(f IM
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 homeoXer2t3 2;j21
access the newly dredged channel from their individual docks. The proposed realignment strives to
QCM WILMINGTON. NC

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 ft2), 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
AUG 2 3 f J1
ACM WILMINGTON, NO

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
Figure 2. (b) Bay Area Proposed Realignment
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
1 2,200
Varies
1 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 forthe realigned channel.
RECEIVED
AUG 23 - UPI
DO WILMINGTON, NC

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
Spartina alterniflora 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 10-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
AUG 23 ,-i
ACM WILMINGTON, NC

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
Figure 4. Existing Vinyl Sheetpile Wall (Cobia 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 Jinks 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
PQM WILMINGTON, NC

Town of Sunset Beach Navigation Project
Bay Area Realignment
Project Narrative
Figure S. Seaside Road Material Offloading Site
MT. SHO ekNe
Figure 6. Seaside Road Material Offloading Site
ADDITIONAL ENVIRONMENTAL CONCERNS
RECEIVED
AUG 23 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

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.
i11R1to] ilk] [in IS*06111Ct41:11►'l
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.
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
AUG 2 3 2021
DGM WILMINGTON, NC

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 O.
RECEIVED
AUG 2 3 2021
DCM WILMINGfON, NO

-101
Dom MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
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 Jinks Creek, the Bay Area and the
Feeder Channel
Applicant 1: First Name
MI
Last Name
Lisa
J
Anglin
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) 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
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Moffatt & Nichol
Agent/ Contractor 1: First Name
MI
Last Name
Sam
Morrison
Agentl Contractor 2: First Name
MI
Last Name
Dawn
York
Mailing Address
PO Box
City
State
4700 Falls of Neuse Rd., Suite 300
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27609
919-781-4626 ext.
910-218-7087 ext.
FAX No.
Contractor #
919 781 4869
Street Address (if different from above)
City
State
ZIP
RECE
VED -
Email
[e-mail]; [e-mail]
AUG 2 3 2021
DCM WILMINGTON, NC
252.808.2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 6)
APPLICATION for
<Form continues on back>
Major Development Permit
RECEIVED
AUG 2 3 2021
ACM WILMINGTON, NC
,.52-808-2808 .. 1.888-4RCOAST .. www.nccoasialmana Bement.net

Form DCM MP-1 (Page 3 of 6)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
Slate Rd. #
Brunswick
adj. 1503 Canal Drive to 1711 Canal Drive, Sunset Beach NC
n/a
28468 (Bay Area).
Subdivision Name
City
State
Zip
Sunset Beach
INC
28468 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 579 - 6297 ext.1004
1 1 ,
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.
®Natural ❑Manmade ❑Unknown
Tubbs Inlet
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Was ❑No
work falls within.
Sunset Beach
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Shoreline adjacent to primary channel +/-1,100'
Cable Street Offloading site is undetermined (end of Town
Shoreline adjacent to Secondary Channel +/- 809
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, I
NWL (normal water level)
(If 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 St. contain typical upland grasses and
vegetaion.
f.
Man-made features and uses now on tract
Coble Street - end of Town roadway
Seaside Road -SFR and pier
g.
Identify and describe the existing land uses adlacent 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 certificate, 9 applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
RECEIVED
I.
Is the proposed project located In a National Registered Historic District or does it Involve a []Yes ®No ❑NA
National Register listed or eligible property?
A U G 2 3 2021
252-808-2808 :: 9.888-4RCOAST gem an t. net

Form DCM MP-1 (Page 4 of 6)
APPLICATION for
<Form continues on next page>
Major Development Permit
m. (I) Are there wetlands on the site? [-]Yes ®No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(Ili) If yes to either (1) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing stone 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?
❑Commercial ®PublidGovernment
❑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.
e. 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 ❑NA
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.
1. Will wastewater or stormwater be discharged into a wetland?
❑Yes No ❑NA
RECEIVED
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ONO ❑NA
AUG 2 3 ''OZ1
252-808-2808 :: 1.888-41RCOAST :: www.nccoasta n44IN@T,Q4 , NC

Form DCM MP-1 (Page 5 of 6)
APPLICATION for
Major Development Permit
I. 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, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 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 state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and Issuing dates.
CAMA 79-19 Amended 401 Water Quality Can. No. 2002-0158
SAW-2019-01155
h. Signed consultant or agent authorization form, If applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
to Enter on
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_
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information
AUG 2 3 2021
❑DCM MP-5 Bridges and CulvertpCM WILMINGTON, NC
252.808.2808 :. 1-aaa-41RCOAST :: www.nceonstalmanagement.net

Form DCM MP-1 (Page 6 of 6)
APPLICATION for
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
Major Development Permit
RECEIVED
AUG 2 3 2021
QCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: 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
4.
Road 100'
1,000'
(temp.)
Primary
Channel
30' bottom
cut,
Temporary
59-55'.
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
+6' MHW
Depth
MLW
(temp.)
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
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 (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV (:ISB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
❑This section not applicable
b. Type of material to be excavated.
fines
d. High -ground excavation in cubic yards.
0 CY
a. Location of disposal area. b.
Previously permitted landfill off of Old Georgetown Road
(not part of this modification).
of disposal area.
AUG 2 3 2021
applicable
DCM WILMINGTON, NC
252.80a-2808 :: 1-8 F.E3 4i4C9AST' :: www.nccoastalmanagement.net revised: 12/26/06

Form ®CIVI MP-2 (Excavation and Fill, Page 2 of 3)
C. (I) Do you claim title to disposal area?
❑Yes ❑No ❑NA ,
(II) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
e. (1) Does the disposal area include any coastal wetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
(1) Does the disposal Include any area in the water?
[]Yes []No ❑NA
(11) If yes, how much water area is affected?
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: 6tem .
c. Average distance waterward of NHW or NWL: 7' d. Maximum distance waterward of NHW or NWL: 7'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Coble Street - Rock -filled gabion baskets with temporary fill with months?
NCDOT #57 stone between gabions and existing bulkhead. ❑Yes ®No ❑NA
Gabions and temporpry fill will be placed on geotextile 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.
Bulkhead backfill 32 at Riprap _
Breakwater/Sill Other 216 sf (oabion baskets)
I. Source of fill material.
Upland quarry
4.
a.
(Excluding Shoreline Stabilization)
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
geotextile fabric. All materials will be fully removed from
the site(s) following project completion.
h. Type of fill material. --
Rock-filled gabion baskets with temporary fill with NCDOT #57
stone between gabion and existing bulkhead
[]This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas:
15. GENERAL — "'
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be u",fe.2, graggnel
controlled? backhoe, or hydraulic dredge)?
UU CII��CC
N/A - (See CAMA Permit No. 79-19) Excavator or mechanical dredge, dump truck.
"M WILMINGTON, NC
257-808-2808 :: 1-888.4RCOAST ;: www.nccoastalmanagetnent.net revised: 12/26/06

For'in 12GM M113-2 (Excavation and Fill, Page 3 of 3)
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
August 17, 2021
Dale
The Bay Area Realignment & Temporary Bulkhead
Project Name
Lisa Anglin
Applica Name
Applicant Signature
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(li) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
AUG 2 3 im
DCM WILMINGTON. NC
252-808-2808 :: 1.888-4RCOAST :: www.necoastalmanegement.net revised: 12/26/06

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
NORTH CAROLINA
Environmental Quality
Town of Sunset Beach October 13, 2021
c/o Doug Huggett, Moffat & 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 for processing at this time. The projected deadline for 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 75th 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 proposed
development. Enclosed you will find a "Notice of Permit Filing" 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,
Tara MacPherson
District Manager
Enclosures
cc: Gregg Bodner, DCM
Holley Snider, DWR
Kim Harding, DMF
WiRo Files
USACE
Maria Dunn, NC WRC
Town of Sunset Beach, Applicant
D E Q North Carolina DepartDepal rrilenroff nvlrunmentr' t r s`on oaaral'daragement
Wilmington Offc� 127 Cardinal Jrive cue �n Nilmingron. NO, thC n:ml 28405
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Envn'amaetaa! Ot'ahlj
October 13, 2021
[e-mail]
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.
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director, Division ofcoastatManagement
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, c/o 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.
cerely, tL 04,11-
ItA
nya ietila
Permitting Support & Customer Assistance
cc: MHC Files
Cameron Luck — MHC
USACE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext, Wilmington, NC 28405 919 796 7215

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 CAMA: 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 w/in the
Bay Area w/the installation of temporary structures at two (2) offload sites, between 1503 & 1711 Canal Dr.,
between 181" St to 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 wetland 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.

VE
rAUG
2 3 2021
..
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: sphillipspsunsetbeachnc.gov
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:
The project location is:
Town of Sunset Beach Navigation Project:
Maintenance Dredging of South Jinks Creek. the Bay Area, and
the Feeder Channel.
Sunset Beach, Brunswick County), NC.
I further certify that I 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:
r
,or
Town of Sunset Beach
This certification is valid through January 1, 2022
August 18, 2020
Date
RECEIVED
AUG 23 Utl
9)r,M WILMINGTON., NC

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 offloaded to the vacant lot next to our duplex unit at 7323B
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 7323B duplex unit Sunset Beach NC
RECEIVED
SEP 14 2011
DCM WILMINGTON, P'C

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.
Be s �ar
eal an ren Harm
�e-re
Neal and Bren Harm
1503 Canal Drive — Sunset Beach — NC — 28468
336-682-9190

1/11
moffatt & nichol
SHELLFISH
RELOCATION
PLAN
For Mary's and Turtle's Creeks, Bay Area,
Feeder Canal, and Finger Canals Ala
Town of Sunset Beach, NC
August 25, 2021
RECEIVED
AUG 2 5
pCM W

Shellfish Relocation Plan for Mary's and Turtle Creeks, Bay Area, Feeder Canal and Finger Canals I Town of Sunset 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).
\t
ONSIAY BAY
VA&YANt04'N
l
/
C
_ SOUIMPOAT
SMETBEACH
-
HOIAENMCH COlA0..0095 OARISIAW
SH ME
ET
CATIE FOLLY MET S%TLLBEACN -
ISLE
SEACM
TUBBS
LONG BAY
\
HST
PROJECT AREA
Bu.D IS kI
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.
FIGURE 2: EXAMPLE OF SHELLFISH RESOURCE AT MARY'S AND TURTLE'S CREEKS
RECEIVED
AUG 2, 5
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
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
AUG 2. F
DCM WILMI NGTON, NG
gEP

Shellfish Relocation Plan for Mays and Turtle Creeks, Bay Area, Feeder Canal and Finger Canals I Town of Sunset Beach, NC
FIGURE 3: SHELLFISH RELOCATION AREAS
RECEIVED
AUG 2 5 � ,�I
1 I)c;M WILMINGTON, NIP
rore

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.
RF,cEIVED
AUG 257071
ow
j)CM W
ILMINGTON, NC

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
October 13, 2021
MEMORANDUM:
�fQ
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.gov
SUBJECT: CA MA /Dredge & Fill
Applicant: Town of Sunset Beach
Project Location: Bay area between 1503 & 1711 Canal Drive and between 18' 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: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
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
E Q North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CAROLINA -
oe,.. of
en.imn—W ousiny /`� 910.796.7215

3
TOWN OF SUNSET BEACH NAVIGATION
PROJECT: BAY AREA REALIGNMENT &
TEMPORARY OFFLOADING SITES
SUNSET BEACH, NORTH CAROLINA
0E
pCH gVJO O `
r:,�, PECAN AVENUE SEASIDE
ORARY
OFFLOAACCESSDING
INGPIER
OFFLOADING PIER
ST�WpTERW
G
OCEAN ISLE`
m S BEACH
1y^ cPF, LAIN 33°5223'
Z Ro LONG:78°29'35"
PROJECT SITE
O
" q
INDEX OF DRAWINGS
SHEET NO.
SHEET TITLE
G-001
COVER SHEET
G-002
GENERALNOTES
C-101
SITE PLAN
C-102
DREDGE PLAN
S-501
COBIA STREET TEMPORARY BULKHEAD DETAILS B NOTES
S-502
PECAN AVENUE SEASIDE ACCESS TEMPORARY OFFLOADING PIER
DETAILS & NOTES
VICINITY MAP RECEIVED
NOT TO SCALE
AUG 2 3 2021
DCM WILMINGTON, NG
lob
LOCATION PLAN
NOTTOSCALE
Sm!Fce
"
m}
S
C%
�
�
b
p
a
m`
m
�
I
,A
,Ag
e
LauL
ISSUED FOR PERMIT
ISSUED: 2027A8.77
E
NOT TO SE USED FOR CONSTRUCTION
5

GENERAL NOTES:
1. THE BATHYMETRY PRESENTED IS BASED ON A SURVEY CONDUCTED BY
GEODYNAMICS LLC DATED AUGUST 2020 AND CAN ONLY BE CONSIDERED AS
REPRESENTATIVE AT THAT TIME.
2. PLAN 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 -DEPTH 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 EXISTING 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 2020
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 #8659897) AND VDATUM VERTICAL TRANSFORMTION.
MH W........4.95 FT
NAVD.......2.86 PT
MTL.......... 2.47 FT
MLW......... 0.00 FT
MLLW...... 0.19 FT
10. SURVEY BENCHMARK IS NGS MARKER 'SEASIDE RESET' NAVD88 EL 42.0&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 CONTRACTOR'S RESPONSIBILITY TO
FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS.
SEE THE TECHNICAL SPECIFICATIONS.
MAIN CHANNEL VOLUME TABLE
STATION
CUMULATIVE
DESIGN
DREDGE
VOLUME(CY)
CUMULATIVE
DREDGE VOLUME
INCLUDING
OVERDEPTH(CY)
12+00.00
0
0
12+50.00
295
426
13+00.00
593
853
13+50,00
820
1178
14+00.00
1055
1511
14-50.00
1291
1844
15+00.00
1527
2178
15+50.00
1769
251E
16+00.00
2016
2865
16+50.00
2267
3214
17+00.00
2514
3560
17+60.00
2759
3904
18+00.00
3000
4243
18+50.00
3239
4581
19+00.00
U87
4930
19+50.00
3741
5285
20+00.00
4043
5729
20+50.00
4326
6165
21+00.00
4486
6431
21+50.00
4568 1
6595
22+00.00
4598
6672
22+50.00
4598
6693
23+00.00
4599
6719
23+50,00
4612
6758
24+00.00
4625
6782
• STATION-0.50+00 THROUGH STATION 12+00.00
PREVIOUSLY PERMITTED.
SECONDARY CHANNEL VOLUME TABLE
STATION
CUMULATIVE
DESIGN
DREDGE
VOLUME(CY)
CUMULATIVE
DREDGE VOLUME
INCLUDING
OVERDEPTH(CY)
13+00.00
0
0
13+50.00
165
242
14+00.00
3"
504
14+50.00
543
781
15+00.00
746
1068
15+50.00
951
1359
16.00.00
1150
1641
16+50.00
1337
1907
17+D0,00
1514
2163
17+50.00
1675
2401
18+00.D0
1819
2618
18+50.00
1950
2820
19+D0.00
2093
3036
19+50.00
2253
3273
20+00.00
2422
3518
20+50.00
2582
3753
ABBREVIATIONS:
APPROX APPROXIMATE
AVE
AVENUE
CIR
CIRCLE
CL
CENTERLINE
DR
DRIVE
E
EAST OR EASTING
EXIST.
EXISTING
PROP
PROPOSED
TYP
TYPICAL
MLW
MEAN LOW WATER
N
NORTH OR NORTHING
NAD 83
NORTH AMERICAN DATUM OF 1983
PL
PLACE
S
SOUTH
ST
STREET
USAGE
UNITED STATES ARMY CORPS OF ENGINEERS
8
AND
l
\/ Sheet
.
ISSUED FOR PERMIT NOEXRet - of o 6
ISSUED: OR CONSTRUCTION
G-002
NOT TO BE USED FOR CONSTRUCTION

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SECONDARY CHANNEL;
DESIGN DREDGE: EL-5.0 MLW (.1);
3:1 SIDE SLOPES
PRIMARY CHANNEL;,
DESIGN DREDGE EL-5.0 MLW(+1);
3:1 SIDE SLOPES
4 � /
II
BAY AREA --
PERMITTED
ALIGNMENT
00
q
APPDXIMATE APPDXIMATE
EXISTING GRADE -- EXISTING GRADE
CLAUGNMENT
J
OESIGN DREDGE DEPTH E EL -6+0' MLW
OVERDEPTH DREDGE EL -6.0' MLW
10.00' 10.00'
SOUTHJINKS TEDCCREEK
PERMITTED(NO CH N l
ALIGNMENT (NO CHANGFj/\1
PROPOSED
)
os
LIMITS OF
DREDGING. TYP11-60+00
' / 1 \\•�..� \ �' fW `."-/ p -.
a
17+00 s-
4
OANA'DR
1.
m
$ ju
141, 11
61 DREDGING PLAN
C-102 SCALE: V=10P
)ESIGN DREDGE DEPTH EL.5.0' MLW
3VERDEPTH DREDGE EL-6.0' MLW
A1— TYPICAL SECTION -SECONDARY CHANNEL RECEIVED A2 TYPICAL SECTION -PRIMARY CHANNEL
C-002 NOT TO SCALE 6 NOT TO SCALE
AUG 2 3 2021
CHANNEL TERMINATES AT THE
WO-0—M
NOTES:
1. THE REALIGNMENT BAY AREA DREDGE CHANNEL WILL TIE
INTO EXISTING AND CURRENTLY PERMITTED BAY AREA
ALIGNMENT AT STATION 12+00 AS SHOWN ON THE DRAWINGS.
2. THE BAY 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.
€
F 4 1
g
c
LEGEND
---- BASELINE OF CHANNEL
® BASE DREDGE
LIMITS OF DREDGE 3:1 SIDE SLOPE
100' V too pry
immimmilli
SCALE: 1"=100'
ISSUED FOR PERMIT
ISSUED: 2021.08.17
NOT TO BE USED FOR CONSTRUCTION
Sheet
Reference No.
C-102
INDEX: 4 OF 6

LIMITS OF DREDGE
- PREVIOUSLY PERMITTF
TEMPORARY GABION
BULKHEAD CENTERED
ON COBIA STREET -
i f
9
PROPOSED
I
NBNDNEDµN�
A
C-'ir'I s t
l e
C1 PLAN - TEMPORARY BULKHEAD
G101 SCALE:1'=56'
N
0 ��,.. EXCAVATOR
1ON CRIBBING
eL *rux mLw
V-(,It
TOP OF EXIST. BULKHEAD
-
EL+6.5E
MORW
TEMPORARY
ROCK -FILLED
.
GABION BASKET
_(J�
WALL, SEE NOTEGEOTE
OOOOO�
Q
6�/
FILTER FABRITILE C
FILTER FABRIC UNDER
ND
&BEHIND GABION
EXIST. 1/2.0 ANCHOR
ROD SPACING VARIES
BULKHEAD&STONE
O
OO oOl
4'-0- TO 6'-9'O.C.
0 O�
EXIST. 6"x6"TIMBER
EXIST. MMLW
WALE
EL +O.Ox MLW J `�
.���i�
GEOTEXTILE FILTER
FABRIC
FILL VOID BETWEEN EXIST. &
EXIST. VINYL SHEET
TEMPORARY GABION BULKHEAD
PILE BULKHEAD
FROM THE MUDLINE TO THE TOP
OF BULKHEAD AS SHOWN W/
NCOOT#57 STONE
64 PHOTOGRAPH -TEMPORARY BULKHEAD
S-WI 5CALE:NT5
NOTES:
1. THE MINIMUM GABION DIMENSIONS ARE AS FOLLOWS:
A. LEVE4'HIGH
B. MIDDLE LEVEL = 6-4P WIDE X
3'-0"HIGH
EXIST. PILE TIP C. BOTTOM LEVEL = 6'-D'WIDE X T-0"HIGH
EL UNKNOWN
2. CRIBBED EXCAVATOR SHALL BE PLACED NO CLOSER
TO EXISTING VINYL SHEET PILE BULKHEAD THAN
DIMENSION SHOWN.
CS SECTION -TEMPORARY BULKHEAD
SE01 SOALE:JI6'=V
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. WRAP#57 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 GA810NS:
1. GABION 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 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 GABIONS 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.
5. FOR GABIONS, THE ABILITY TO FUNCTION PROPERLY DEPENDS UPON THEIR STABILITY, WHICH IS PARTLY DEPENDENT UPON THE ROCKS FILLING THEM.
6. 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 DELIVERED 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 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 REQUIRED
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 WITH THE NOTED REQUIREMENTS.
11. BEFORE INSTALLATION OF WIRE MESH GABIONS, CONTRACTOR SHALL LEVEL GABION WALL EXTENTS AND INSTALL GEOTEXTILE GRID AND GETOTEXTILE
FILTER FABRIC UNDER THE GABION WALL. (�
12. GABIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, RECEIVED
13. INSTALL GASIONS FROM BARGE ON WATERSIDE OF EXISTING BULKHEAD. AUG 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...........................................................................................................200 LBS (ASTM D4632)
B. SEAM STRENGTH............................................................................................................180 LBS (ASTM D4632)
C. PUNCTURE.........................................................................................................................80 LBS (ASTM D6241)
D. TRAPEZOID TEAR..............................................................................................................70 LBS (ASTM 04533)
E. APPARENT OPENING SIZE......................................................................................40 US SIEVE (ASTM D4751)
F. PERMITIVITY.............................................................................................................0.05 SEC-1 (ASTM D4491)
G. ULTRAVIOLET DEGREDATION...................................................................50%AT 600 HOURS (ASTM 04355)
2. FIBERS USED IN THE MANUFACTURING OF THE GEOTEXTILE SHALL CONSIST OF A LONG -CHAIN SYNTHETIC POLYMER COMPOSED OF AT LEAST 85 PERCENT
BY 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 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 D4884ID4884M. 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 MANUFACTURER'S INSTRUCTIONS.
2. SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS SHOWING THAT GEOTEXTILES COMPLY WITH THE NOTED REQUIREMENTS.
DESIGN CRITERIA:
1. CODES& REFERENCES AS APPLICABLE:
A. ASCE-7 (AMERICAN SOCIETY OF CIVIL ENGINEERS -2016)
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS - 2021)
C. 2018 NORTH CAROLINA STATE BUILDING CODE
2. GRAVITY LOADS:
A. UNIFORM DISTRIBUTED LIVE LOAD:
4D0 PSF @ PROPOSED EXCAVATOR LOCATION ONLY
3. DESIGN DREDGE DEPTH.........................EXISTING 4'4' ad' TA'
4. GEOTECHNICAL PROPERTIES NOT AVAILABLE, ASSUMED SOIL PARAMETERS: SCALE: 3/8"=1'-0"
A. EXISTING SOIL TYPE .........................SAND
B. EXISTING SOIL UNIT WEIGHT ................. 120 PCF w n 1.
C. EXISTING SOIL FRICTION ANGLE .............. 26-
D. GABION CELL FILL UNIT WEIGHT .............. 10D PCF SCALE: 1"=50'
5. SEISMIC DESIGN NOT CONSIDERED FOR TEMPORARY CONDITION
4'.D'
NOY
O ' w ISSUED FOR PERMIT
�% ISSUED: 2021.08.17
NOT TO BE USED FOR CONSTRUCTION
£ 7 =
s
e e S
� r
" a 2
3
o.
Sheet
Reference No.
S-501
INDEX'. 5 OF 6

I GREEN TU
GREENVANGELYN _
I Q
5 50
TEMPORARY OFFLOADING
PIER BY CONTRACTOR, D3
see nInTee_. __
FILL BETWEEN GABIONS WITH
STONE AND GEOTEXTILE
FABRIC AS REQUIRED, SEE
GENERAL NOTES 4 8 5 - -
GREENS OO1NC S Sll"BRUNS
COMPAN
TIMBER PIER
OFFLOADING PIER ///--- APPROX TOP OF -
BY CONTRACTOR / STONE FILL
/ BETWEEN GABIONS
11 --eeIC
6f
NOTE:
LENGTH TO PROVIDE APPROXIMATELY 2.5'
OF WATER DEPTH AT MEAN LOW WATER.
03 SECTION - TEMPORARY OFFLOADING PIER
5502 SCALE: NTS
EXIST. SHORELINE
C3_ PHOTOGRAPH -PECAN AVE SEASIDE ACCESS
5E02 5CALE: NT$
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. 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 GABION
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.
5. CONTRACTOR SHALL COMPLETELY REMOVE ALL ITEMS ASSOCIATED WITH THE TEMPORARY OFFLOADING PIER AT COMPLETION OF THE PROJECT.
WIRE MESH GABIONS:
1. GABION 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 MANUFACTURER'S PRODUCT DATA SHEETS SHOWING THAT GASION BASKETS COMPLY WITH THE NOTED REQUIREMENTS.
3. GABIONS SHALL BE DELIVERED WITH ALL COMPONENTS MECHANICALLY CONNECTED AT THE PRODUCTION FACILITY. ALL GABIONS 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.
5. FOR GABIONS, THE ABILITY TO FUNCTION PROPERLY DEPENDS UPON THEIR STABILITY, WHICH IS PARTLY DEPENDENT UPON THE ROCKS FILLING THEM.
6. 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 DELIVERED 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 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 REQUIRED
SIZE LIMITS OF 4-8 INCHES.
B. 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 WITH THE NOTED REQUIREMENTS.
11. GABIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
TOP OF OFFLOADING
PIER AS REQUIRED BY
CONTRACATOR
YMHW +4.95
E 2.5
APPROXIMATE MUDLINE
GEOTEXTILE FABRIC
SHORELINE
C4 PHOTOGRAPH - PECAN AVE SEASIDE ACCESS
SiM SCALE: NT5
GEOT TILE:
1. P OVIDE 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............................................................................................................200 LBS (ASTM D4632)
B. SEAM STRENGTH.......................... .................................................................................. 180 LBS (ASTM D4632)
C. PUNCTURE.........................................................................................................................80 LBS (ASTM D6241)
D. TRAPEZOID TEAR.......................................... ............. ..................................................... _70 LBS (ASTM D4533)
E. APPARENT OPENING SIZE......................................................................................40 US SIEVE (ASTM 04751)
F. PERMITIVITY............................................................................................................0.05 SECA (ASTM D4491)
0. ULTRAVIOLET DEGREDATION...................................................... ............. 50%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
BY 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 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 D46841D4884M. 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 MANUFACTURER'S INSTRUCTIONS.
5. SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS SHOWING THAT GEOTEXTILES COMPLY WITH THE NOTED REQUIREMENTS.
DESIGN CRITERIA:
1. CODES B REFERENCES AS APPLICABLE:
A. ASCE-7 (AMERICAN SOCIETY OF CIVIL ENGINEERS - 2016)
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS - 2021)
C 2018 NORTH CAROLINA STATE BUILDING CODE
2. DESIGN SHALL ACCOUNT FOR ALL APPLICABLE LOADS ASSOCIATED WITH CONTRACTOR'S PROPOSED TEMPORARY PIER AND OFFLOADING
EQUIPMENT/OPERATIONS.
3. SEISMIC DESIGN NEED NOT BE CONSIDERED FOR TEMPORARY CONDITIONS.
4. GEOTECHNICAL PROPERTIES NOT AVAILABLE.
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■\/� ■l`I/I/� ISSUED FOR PERMIT Re(erenceance No.
ISSUED: 2021-08-17 S-502
NOT TO BE USED FOR CONSTRUCTION
INDEX : 6 OF 6

Major Permit Fee Schedule
Project Name:
�6WV\
County:
NNWV
Check No & Amount:
DCM %
DWQ %
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:
Il. 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 i 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 the fill
and/or excavation of more than on acre
$475J
60% ($285)
40% ($190)
of wetlands and/or open water a as: