20181602 Ver 1_CAMA Application_20181105

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director,
Division of Coastal Management NC.%r: ? fi CAR/ Wi iPy
October 30, 2018
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
201 81602
FROM: Courtney Spears, Assistant Major Permits Coordinator
NC DEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 courtney.spears(cD_ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Town of Sunset Beach Major Modification 52-15
Project Location: 206 Sunset Blvd N., adjacent the AIWW, in Sunset Beach, Brunswick Co.
Proposed Project: construction of a Living Shoreline
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by November 22, 2018. If you
have any questions regarding the proposed project, contact Tyler McGuire at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
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
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
919 796 7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Sunset Beach c/o Hiram Marziano — Sunset Beach Town Park
2. LOCATION OF PROJECT SITE: 206 Sunset Blvd. N, Sunset Beach, Brunswick County
Photo Index — 2006: 2-6205 J,K,L-10
Latitude: 330 54'56.11" N Longitude: 78° 16' 12.14"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit: October 1, 2018
Was Applicant Present: NO
5. PROCESSING PROCEDURE:
Application Received: October 4, 2018
N/A
N/A
Application Completed: October 17, 2018
N/A
N/A
Office: Wilmington
6. SITE
DESCRIPTION:
N/A
(A)
Local Land Use Plan:
Brunswick County
Land Classification From
LUP: Recreational/Institutional (High Ground)
Conservation (Open Water)
(B),
AEC(s) Involved: CW, EW, PTA, ES, PTS
Water Dependent: Yes
(C)
Intended Use: Public
(D)
Wastewater Treatment:
Existing — Municipal Sewer
Planned — N/A
(E)
Type of Structures:
Existing — Public Park with Amenities, Parking Lot, Two (2) 'T -
Head' Piers, Wooden Boardwalk, Gazebo, Permeable
Paver Walkway, Five (5) Concrete Pads, Rip Rap
Revetments
Planned — Living Shoreline Stabilization
(F)
Estimated Annual Rate of Erosion: N/A
Source: N/A
7
8.
HABITAT DESCRIPTION:
[AREA]
nQFnrZFn FII 1 Fn OTHFR
(A) Uplands
N/A
N/A
N/A
(B) Vegetated Wetlands
N/A
N/A
NA
(C) Open Water
- N/A
N/A
1,364 ft2
(A)
Total Area Disturbed: 1,364 ft2
(B)
Primary Nursery Area: YES
(C)
Water Classification: SA; HQW
(D)
Shellfish Harvesting Open: NO
PROJECT SUMMARY: The applicant is proposing a major modification to existing State Permit
No. 52-15 by constructing a living shoreline.

Sunset Beach Town Park
Page 2
9. PROJECT DESCRIPTION
The applicant's property is located at 206 Sunset Boulevard N adjacent to Mary's Creek and the Atlantic
Intracoastal Waterway (AIWW) in the Town of Sunset Beach, Brunswick County. To locate the project
site from the Wilmington Regional Office (WiRO), travel southwest from Wilmington to Sunset Beach on
US 74 W (Martin Luther King Jr Pkwy) & US 17 S for approximately 45 miles until you reach Ocean Isle
Beach Road SW on your left. Travel about 2 miles down Ocean Isle Beach Road SW and then tum left
at the round -about onto Old Georgetown Road SW. Go down Old Georgetown Road SW for about 3
miles until you reach Seaside Road SW (NC 179 / NC 904) and make another left. Then travel almost a
mile and a half down Seaside Road SW (NC 179 / NC 904) until you meet Sunset Boulevard N and make
a right. Once you turn right onto Sunset Boulevard N go down that road until you encounter your second
traffic circle. Go straight through the round -about (2ND exit) continuing down Sunset Boulevard N and
head down towards the Wildlife Resources Commission (WRC) boat ramp under the Sunset Beach
Bridge. Make a U-turn at the boat ramp on W Canal Avenue and the destination will be on your right.
The project site is bordered by the waters of Mary's Creek to the north and east, the AIWW to the south,
and Sunset Boulevard to the west.
The project site is comprised of one parcel totaling approximately 5.22 acres (+/-227,383 sq. ft.) in size.
The site is vegetated primarily with lawn grasses and mature oak trees. The elevation of the tract is
approximately 13' above mean sea level. A portion of the shoreline of the site adjacent to Mary's Creek
has been stabilized with a bulkhead and rip rap. Coastal wetland vegetation is present water ward of the
existing bulkhead and rip rap and is approximately 5-10' in width. The remainder of the shoreline along
Mary's Creek is natural with an approximate 3' change in elevation from the high ground to the coastal
wetlands. The shoreline in this area is stabilized with vegetation. Coastal wetland vegetation in this area
ranges in width from 10-20' and consists primarily of Smooth Cord Grass (Spartina alterniflora) and Salt
Meadow Hay (Spartina patens). The shoreline along the AIWW is void of wetland vegetation and an
approximate 3' erosion escarpment is present due to wave wash.
The Sunset Beach Town Park project received a Sedimentation and Erosion Control permit (BRUNS
2015-011) from the Division of Energy, Mineral and Land Resources (DEMLR). The total project area is
currently covered by an active Storm Water Permit No. SW8 150041 last modified May 24, 2018. The
Sunset Beach Town Park project received a CAMA Major Permit No. 52-15 on April 23, 2015 to develop
the uplands of the project site to a public park. Then the Sunset Beach Town Park project received a
Minor Modification to CAMA Major Permit No. 52-15 on June 29, 2017 to develop the water dependent
structures at the public park and to stabilize the shoreline next to the AIWW with rip rap. On June 13,
2018 the Sunset Beach Town Park project received another Minor Modification to the CAMA Major Permit
No. 52-15 to extend the shoreline stabilization with rip rap revetment and a river rock swale which
eliminated the previously authorized Hatteras Ramp. The DWR has assigned the proposed project DWR
Project No. 14-1322. The U.S. Army Corps of Engineers assigned the proposed project COE Action Id.
No. SAW -2015-00113.
The waters of the AIWW are classified as SA-HQW by the North Carolina Division of Water Resources
and are closed to the harvest of shellfish. This area of AIWW is designated as Primary Nursery Area
(PNA). The entire property lies within the jurisdictional limits of the Town of Sunset Beach.

Sunset Beach Town Park
Page 3
10. PROPOSED PROJECT
The applicant is proposing a major modification to existing State Permit No. 52-15 by constructing a
living shoreline. The applicant states that they are proposing to create a living shoreline along the
southeast (SE) comer of the property at the confluence of Mary's Creek and the AIWW for erosion
control and prevention, water quality and environment improvement, and to enhance and restore lost
oyster reef, fish habitat and saltmarsh. According to the applicant, the proposed living shoreline site
would be located outside of the existing channels and would not encroach into coastal wetlands. As
proposed, the living shoreline stabilization project involves three objectives by creating three (3)
curvilinear oyster sills, installing twelve (12) reef domes, and restoring saltmarsh habitat. The applicant
proposes to install a temporary access ramp using marsh/vegetation protection mats in order to protect
the coastal wetlands when transporting project supplies, shell and marl bags, reef balls, and marsh
vegetation seedlings to the proposed living shoreline project area (see Sheet 1 of 2).
The applicant is proposing to install one (1) curvilinear 6' wide by 60' long and approximately 2' high
oyster shell and marl bag sill in the intertidal areas running parallel to the shoreline (see Sheet 1 of 2).
Approximately 670 bushels of cured oyster shell and 330 bushels of marine limestone (marl) would be
used to create approximately 1000 bags of shell and marl for the oyster sill. Oyster shell and marl bags
would be created using aquaculture mesh bags and PVC bagging frames. Each bag would be
approximately 6" wide, 8" high, and 2' long. The proposed bags would be filled with cured oyster shell
and #4 marine limestone (based on Division of Marine Fisheries use and recommendations). The
individual bags would be carried out to the intertidal over the marsh protection mats and placed in the
substrate perpendicular to the shoreline to prevent rolling from boat wakes and movement from strong
tidal or weather related currents. The oyster shell and marl sill would consist of three layers of bags
laid end to end and nestled together to create an interlocking structure. The first bottom layer of bags
would be marl and buried to half of the bag height to help prevent rolling or movement. The top two
layers would be oyster shell bags (see Sheet 2 of 2). Curved rebar (3/8" thick and 24" long) would be
pounded through the bags and into the substrate at 20' intervals if needed to help hold the bags in
place. The proposed oyster shell and marl bag sill would be. located approximately 40' waterward from
the existing rip rap revetment in areas where water depths are approximately -2' at Mean High Water
(MHW). The applicant proposes a maximum height of 1.5' from the substrate for the oyster shell and
marl bag sill.
The applicant is also proposing to install two (2) curvilinear 8' wide by 50' long and approximately 2'
high oyster dome sills (see Sheet 1 of 2). The applicant proposes to construct the oyster dome sills
using two types of reef balls: Mini Bay Reef Balls measuring 1'7" tall, 2'5" in diameter, and weighing
300 pounds (lbs.) would have approximately 29 square feet (sq. ft.) of surface area individually. Bay
Ball Module Reef Balls measuring 2' tall, 3' in diameter, and weighing 500 lbs. would have
approximately 40 sq. ft. of surface area individually (see Sheet 2 of 2). The oyster dome sills would be
constructed using two rows of reef balls parallel to the shoreline. Each oyster dome sill would have a
waterward row consisting of approximately 20 Bay Ball Module Reef Balls and a landward row of
approximately 24 Mini Bay Reef Balls with 4-6" of separation between each reef ball. A total of
approximately 40 Bay Ball Module Reef Balls and 48 Mini Bay Reef Balls would be installed to create
the two oyster dome reef sills and would be secured by pounding curved rebar into the substrate. The
proposed oyster dome sills would be located approximately 50' waterward of the existing rip rap
revetment in areas where water depths are approximately -2' at MHW. The applicant proposes a
maximum height of 2' from the substrate for the oyster dome sills.

Sunset Beach Town Park
Page 4
The applicant is also proposing to install three (3) Lo -Pro Reef Balls at four (4) locations (total of 12 Lo -
Pro Reef Balls proposed) along the living shoreline at the ends and in between the breaks of the three
(3) proposed oyster sills (see Sheet 1 of 2). The applicant states that the Lo -Pro Reef Balls at these
locations would help break up any longshore current or wake created by displacement from passing
vessels and to assist with erosion control and prevention along the shoreline of the park. Lo -Pro Reef
Balls measuring 1'5" tall, Z in diameter, and weighing 200 lbs. would have approximately 17 sq. ft. of
surface area individually (see Sheet 2 of 2). The proposed oyster sills would have a minimum of
approximately 5' of open area (breaks) left in between each sill to allow for fish passage and inter -reef
fisheries habitat. The four proposed Lo -Pro Reef Ball installations would be located approximately 40'
waterward of the existing rip rap revetment in areas where water depths are approximately -1' at MHW.
The applicant proposes that each Lo -Pro Reef Ball installation would consist of three reef balls placed
in an offset manner located landward of the proposed oyster sills. A total of approximately 12 Lo -Pro
Reef Balls would be installed for the living shoreline project. The Lo -Pro Reef Balls would be secured
and held in place by pounding curved rebar into the substrate. All reef balls would be transported to the
living shoreline project area using loading equipment (Bobcat/Small Excavator) to carry the domes
down the temporary access ramp of marsh protection mats. The applicant states that the proposed
reef balls would provide fish habitat and a substrate for oyster larvae recruitment and settlement
providing a foundation for future oyster growth.
The applicant is also proposing to enhance the coastal wetlands along the shoreline of the park through
saltmarsh restoration. The applicant proposes to restore the lost coastal saltmarsh habitat due to
erosion by planting saltmarsh vegetation seedlings between Normal High Water (NHW) and the water
ward extent of the growing range. The proposed saltmarsh restoration would be located landward of
the proposed oyster sills and reef balls and be approximately 200' long with an average width of 25'
and a maximum width of 35'. The applicant proposes the area would be stabilized with the planting of
approximately 5,000 Smooth Cordgrass (Spartina alterniflora) seedlings planted on 12" centers to
enhance the restoration of the saltmarsh. Some high marsh seedlings, Saltmeadow Hay (Spartina
patens) would be planted as needed in any high marsh areas.
The applicant is also proposing to install warning signs on posts along the living shoreline to make the
public aware of the structures. The applicant proposes to construct the warning signs out of 2" PVC
posts marked with reflective tape pounded into the substrate every 20' along the living shoreline
structures. Warning signs would be placed on every other post.
11. ANTICIPATED IMPACTS
The proposed living shoreline would incorporate approximately 1,364 ft2 of Estuarine Waters and Public
Trust Areas within Mary's Creek and the AIWW. The proposed living shoreline would extend along the
shoreline in three locations, measuring approximately 180' in total length. The living shoreline
structures would be located in water depths of approximately -2' at MHW and would not result in any
Coastal Wetland impacts due to wetland protection mats being utilized during construction. The
proposed living shoreline would not encroach into either channel of Mary's Creek or the AIWW. Minor
increases in turbidity should be expected during construction.
Submitted by: Tyler McGuire Date: October 29, 2018 Office: Wilmington

East Coast Engi
ENGINEER`.
c Surveying,
URVEYORS
PROJECT NARRATIVE
For
Sunset Beach Town Park
Sunset Beach, North Carolina
East Coast Engineering & Surveying, P.C.
October 3, 2018
CAMA MAJOR PERMIT 52-15 MODIFICATION
P. C.
Sunset Beach Town Park is a Town owned Park located at 206 Sunset Blvd. N at the
intersection of NC Highway 179 Business and Sunset Blvd. N in Sunset Beach, North
Carolina. The Tax ID number for the property is 256GA1010. The total project area is 5.22
acres, and is currently covered by an active 12% low density stormwater permit # SW8
150041 last modified May 24, 2018. The latest modification to the CAMA major permit #52-
15 was June 13, 2018 to update existing and proposed shoreline rip rap revetment.
The purpose of the modified plan is to show proposed locations of oyster sills along the
shoreline and restore/enhance saltmarsh habitat through a Minor Modification to the CAMA
Major Permit 52-15 issued on June 13, 2018.
The Coastal Wetland Line was updated and marked on November 22, 2017 along the full
length of the proposed living shoreline areas by Land Management Group, Wilmington, NC.
This updated Coastal Wetland Line is reflected on the modified plan. The proposed living
shoreline sills will not encroach into and will be placed completely waterward of the edge of
coastal marsh grass.
Specific project objectives include:
- Create (1) low profile oyster shellbag and marl/granite bag curvilinear reef/sill that is
6' wide x 60' long x 2' high
- Create (2) low profile oyster dome reef/sills that are each 8' wide x 50' long x 2' high
using Mini -Bay Reef Balls and Bay Ball Module domes
- Restore and enhance saltmarsh habitat with the placement and installation of marsh
vegetation seedlings in the area behind the oyster/marl bag, oyster dome reefs/sill with
an average width of 25' RECEIVED
OCT 04 2018
4918 MAIN STREET .POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 .TEL: 91P_rAX)Ai4k 0T404P N
FIRM LICENSE NUMBER: C-3014

Restoration Methods and Techniques:
Access to the Shoreline Project Area
All the project supplies, shell and marl bags, and oyster dome will be mobilized and stockpiled
in the existing upland area of the park. Temporary construction access ramp will be
established in the project area to enable equipment and people to move materials from the
upland and place them in the project footprint. Marsh/Vegetation protection mats will be used
to protect the substrate and vegetation.
Examples:
- https://www.prestogeo.com/products/construction-mats/
- https://www.greatmats.com/shop/cart.php?m=prodcat_list&c=955&p=5350&kmas=l
&kmca=Shopping+PLA&kmag=ground2x8black&kmkw=%27ground2x8black%27&
kmmt=p&gclid=EAIaIQobChMIi9LVj Me82QIVF43ICh27Lw2 VEAYYASABEgLgv
D BwE
Creation of Oyster Shell and Marl Baas
Student and community volunteers will create the bags at Waterway Park using aquaculture
mesh bags and PVC bagging frames. The bags are filled with cured oyster shell and #4 marine
limestone marl (based on NCDMF use and recommendation). The bags will be carried by the
volunteers and placed in the project area according to the approved plan.
Oyster Shellbag & Marlbaa Reef/Sill
The reef/sill will be placed in the intertidal along the shoreline, to enhance and restore lost
oyster reef and fish habitat in this area. The reef/sill will also provide a buffer for the eroding
shoreline and saltmarsh from waves and boat wakes.
Oyster shell and granite/limestone marl bags will be emplaced by volunteers into (1) low
profile oyster shell and marl bag reef/sill that is 6' wide x 60' long x 2' high along a total of 70
feet of intertidal estuarine shoreline.
The reef/sill will be constructed in a curvilinear manner, but will run parallel along the
shoreline.
The reef/sill will be constructed of one layer of marl bags on the bottom and then two layers of
oyster shell bags on top of the marl bags. Approximately 670 bushels of cured oyster shell and
330 bushels of marine limestone (marl) will be used to create the approximately 1,000 bags of
shell and marl needed for the sill.
Each bag will be approximately 2 ft. long, 6 in. wide and 8 in. high. The bags will be placed in
the water perpendicular to the shoreline to avoid rolling. The first two layers of reefs/sills will
be formed by three bags laid end to end. The third (top) layer will be comprised of two bags
laid end to end. The bags will be nestled together to help form an interlocking structure. If
needed, at 20' intervals, pieces of curved rebar (24" long x 3/8" thick) will be pounded
through the bags and into the substrate to help hold them in place.
Oyster Dome Reef
The oyster dome reefs/sills will be placed in the intertidal and shallow subtidal areas along the
shoreline, to enhance and restore lost oyster reef and fishery habitat in this area. The reefs/sills
will also provide a buffer for the eroding shoreline and saltmarsh from waves and boat wakes.
The oyster domes will also provide a suitable high relief substrate for oyster larva recruitment
and settlement. The exterior surface area and interior area of the oyster dor%RQE ide
valuable fish habitat for foraging and refuge.
OCT 042018
4918 MAIN STREET *POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 284S9 *TEL: [phone] *Fax: 910-7S4-8049
FIRM LICENSE NUMBER: C-3014 DCC WILMINGTON, NC

The oyster dome reefs/sills will be constructed using two types of oyster domes:
- Mini -Bay Reef Ball: 17" tall; 2'5" in diameter; surface area of 29 sq. ft.; weighs 300
lbs.
- Bay Ball Module Reef Ball: 2' tall; 3' in diameter; surface area of 40 sq. ft.; weighs
500 lbs.
The oyster dome reefs/sills will be constructed using two rows of oyster domes parallel to the
shoreline. Each oyster dome reef/sill will have:
- Channel -ward row: Approximately 20 Bay Ball Module Reef Balls placed in a row
along the channel side of the sill, with 4-6" of separation between them.
- Land -ward row: Behind the row of Bay Balls, a second row of approximately 24 Mini -
Bay Reef Balls will be placed with 4-6" of separation between them
In total, approximately 40 Bay Ball Module Reef Balls and 48 Mini -Bay Reef Balls will be
used to in 2 parallel rows to create the (2) low profile oyster dome reef/sills that will be each
8' wide x 50' long x 2' high along a total of 110 feet of intertidal estuarine shoreline.
(3) Lo -pro oyster domes will be placed in an offset manner at the terminus of the southern
oyster dome sill to help break up any longshore current created by displacement from passing
vessels. An additional (3) Lo -pro oyster domes will be placed in an offset manner at the
terminus of the northern oyster shellbag and granite/marl bag sill to help break up any
longshore current created by displacement from passing vessels.
Fish Passage/Breaks:
Approximately 5' of open area will be left between the proposed reefs/sills; and each of the
sills/reefs will be offset to allow for fish passage and inter -reef fisheries habitat. Two small
oyster dome sections (6'X2'X2') will be placed in offset manner between the still structures to
prevent erosion through the open water gaps left for fish passage.
The oyster domes will be transported to the stockpile area in the park by truck and offloaded.
During construction, loading equipment (Bob-cat/Small excavator) will carry the domes down
the temporary construction access ramp and place them in the oyster reef/sill foot print. The
reef balls will be secured and held in place by curved re -bar pounded into the substrate.
Oyster domes have been utilized extensively in other states including Florida and Maryland
for Living Shoreline projects. In North Carolina, oyster domes have been used at the Carteret
Community College Living Shoreline Project, Morris Landing Clean Water Preserve Living
Shoreline Projects and at other sites. The domes are being utilized in this proposed project to
provide fish habitat and a substrate for oyster recruitment and settlement. With the diminishing
supplies of oyster shells available for habitat restoration and fishery enhancement it seems
prudent to test and evaluate oyster domes in North Carolina waters. The proposed project is a
suitable place to further evaluate the oyster domes. Photos below, from other project sites,
show the type of placement of and oyster recruitment on oyster domes that will be utilized in
the project.
OCT 04 2018
DCM WILMINGTON, NC
49-18 MAIN STREET *POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 *TEL: [phone] *Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Structure Marking/Posting
To make the public aware of the living shoreline structures PVC posts will be installed every
20' along each structure. The 2" PVC posts will pounded into the substrate and marked with
reflective tape. Warning signs will be placed on every other post.
Coastal Saltmarsh Restoration
The saltmarsh in the proposed project area has eroded over the years and saltmarsh habitat has
been lost. Current conditions at the project site include areas of marsh scarps, undercutting of
the marsh and eroded substrate. The purpose of the saltmarsh restoration component of the
project is to restore eroded saltmarsh habitat.
This portion of the project will be located between the NHW line within the existing and
eroding saltmarsh and the channel ward extent of the growing range. The saltmarsh
restoration area will be approximately 200' long with a maximum width of 35' and an average
width of 25'. The goal is to restore lost saltmarsh habitat. The area will be stabilized with the
installation of approximately 5,000 Spartina alterniflora (Smooth Cordgrass) planted on 12"
centers to enhance the restoration of the saltmarsh. Some high marsh plant seedlings, Spartina
patens (Saltmeadow Hay) will be installed as needed in any high marsh zones.
Profile Transects, Vegetation and Oyster Monitoring Plan
Prior to the construction of these reefs/sills and saltmarsh habitat pre -monitoring of salt marsh
and any existing oyster reef habitat will be performed in the areas of the proposed locations of
the reefs/sills and landward towards the existing saltmarsh. These data will represent baseline
information on existing salt marsh and oyster habitat. Pre -monitoring of the existing oyster
habitat and vegetation landward of the proposed location of the new projects will be
performed in the winter/spring 2018 following the below protocol:
Three survey transects will be established landward of the proposed oyster shell/marl bag and
reef ball sill/reef. Transects will run perpendicular to the shoreline and will be evenly spaced
such as to cover the length of the footprints of the reefs/sills and the area landward of the
reefs/sills. Transects will begin at the upland/shrub zone, and extend channel ward beyond the
footprint of the reef/sills and oyster dome reef. RECEIVED
OCT 0 4 2018
493.8 MAIN STREET *POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 *TEL: gio-T51eff"fWffd'rfJR, NC
FIRM LICENSE NUMBER: C-303.4

Also along each transect, 0.5 m PVC quadrats will be sampled every 10 feet for plant and
animal species presence/absence, plant and animal species density and abundances, and stem
heights of the three tallest plant stems of each plant species observed within the quadrat. -
The created oyster reefs will be monitored for oyster abundance, sizes, as well as other
organisms found within the reef areas. Digital pictures will also be taken of each quadrat as
well as of each transect facing landward.
Monitoring will be repeated annually for a period of three years, to monitor the changes to the
shoreline profiles, fauna and flora.
OCT 0 4 2018
®CM WILMINGTON, NC
4918 MAIN STREET •POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] *Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Dom MP -1
APPLICATION for
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information -�
Business Name
Town Of Sunset Beach
Project Name (if applicable)
Living Shoreline -Sunset Beach Town Park
Applicant 1: First Name
Hiram
MI
Last Name
Marziano
Applicant 2: First Name
N/A
MI
N/A
Last Name
N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
700 Sunset Blvd. N
PO Box
City
Sunset Beach
State
NC
ZIP
28468
Country
US
Phone No.
910-579-6297 ext. 1014
FAX No.
910-579-1840
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
East Coast Engineering & Surveying, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Jackson
D
Starling
Agent/ Contractor 2: First Name
MI
Last Name
N/A
N/A
N/A
Mailing Address
PO Box
City
State
4918 Main Street
2469
Shallotte
NC
ZIP
Phone No. 1
one No. 2
28459
910 - 754 - 8029
ext.
ext.
FAX No.
Contractor #
910 754 8049
Firm License #
C-3014
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
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OCT 042018
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanageri�an .t e;t'11INGTON,

Form DCM MP -1 (Page 2 of 6)
APPLICATION for
Major Development Permit
3. Project Location
Site Description
County (can be multiple)
Street Address
b. Size of entire tract (sq.ft.)
State Rd. #
Brunswick County
206 Sunset Blvd N
c.
179-B
Subdivision Name
City
N/A, I I
State
Zip
N/A
Sunset Beach
e.
INC
28468 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
910 - 579 - 6297 ext. 1014
, 1 , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Intracoastal Waterway
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
Intracoastal Waterway 15-25, SA;HQW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Lakes By The Sea Restaurant (102 Sunset Blvd N). Tax parcel number 256GB017 (0.76 AC) is separated from the subject
Sunset Beach
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1,400
243,064
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
8' ®NHW or ❑NWL
e.
Vegetation on tract
The upland portion of the tract consists of lawn grass and Live Oak trees (Quercus virginiana). Of the Oaks on the tract
most are mature and at least 2 feet in diameter. Little to no vegetation exists along the MHW line in the proposed project
area. Limited amounts of Spartina altemiflora (Smooth Cordgrass) are present.
f.
Man-made features and uses now on tract
Rip Rap Revetment extends along the proposed living shoreline area to prevent erosion from runoff and wave action. This
was permitted under CAMA Major Permit #52-15 in various stages.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Tax parcel number 256GA012 (0.46 AC) to the West of our site is zoned MB -1 (Mainland Business) and is home to the Twin
Lakes By The Sea Restaurant (102 Sunset Blvd N). Tax parcel number 256GB017 (0.76 AC) is separated from the subject
property by Mary's Creek, but is also zoned MB -1 and is home to Crab Oddwaters Restaraut (310 Sunset Beach Blvd. N).
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
RI -1 (Recreational -Institutional)
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No [INA
If yes, by whom?
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?
M
<Form continues on next page>
QCT 0 4 2-018
252-808-2808 .. 1-888-4RC®AST .. www.nccoastaimana let'r i444VGTON, INC

Form DCM MP -1 (Page 3 of 6)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
The existing stormwater permit #SW8 150401 is a low density permit
5.-A tivffies.antl lmpacts`
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project provides an opportunity to protect, restore and create some additional saltmarsh and oyster habitat
along the shoreline of Sunset Beach Town Park off the Intracoastal Waterway. Saltmarsh habitat along the shoreline at
Sunset Beach town park continues to be lost and natural erosion is being compounded through strong erosive forces from
boat wakes from the nearby Atlantic Intracoastal Water Way and storms. Oyster habitat is under increasing pressure from
harvest and water quality declines. The purpose of the proposed project is to protect, create and restore saltmarsh and
oyster habitat along 200' of the estuarine shoreline of Sunset Beach town park. The goals of the project are to provide
substrate for the attachment of oyster larvae and oyster reef development in these traditionally productive waters, reduce
erosion and the loss of saltmarsh habitat along the shoreline of Morris Landing, and provide valuable habitat for finfish,
shellfish and waterfowl.
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.
All the project supplies, shell and marl bags, and oyster dome will be mobilized and stockpiled in the existing upland area of
the park. Temporary construction access ramp will be established in the project area to enable equipment and people to
move materials from the upland and place them in the project footprint. MarshNegetation protection mats will be used to
protect the substrate and vegetation.
OCTONAVAME
0 4 2018
OCA4 '4111 UiNGTGH, NO
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Form DCM MP -1 (Page 4 of 6) APPLICATION for
Major Development Permit
d. List all development activities you propose.
Creation of Oyster Shell and Marl Bags
Student and community volunteers will create the bags at Waterway Park using aquaculture mesh bags and PVC bagging
frames. The bags are filled with cured oyster shell and #4 marine limestone marl (based on NCDMF use and
recommendation). The bags will be carried by the volunteers and placed in the project area according to the approved plan.
Oyster Shellbag & Marlbag Reef/Sill
The reef/sill will be placed in the intertidal along the shoreline, to enhance and restore lost oyster reef and fish habitat in this
area. The reef/sill will also provide a buffer for the eroding shoreline and saltmarsh from waves and boat wakes.
Oyster shell and granite/limestone mad bags will be emplaced by volunteers into (1) low profile oyster shell and marl bag
reef/sill that is 6' wide x 60' long x 2' high along a total of 70 feet of intertidal estuarine shoreline.
The reef/sill will be constructed in a curvilinear manner, but will run parallel along the shoreline.
The reef/sill will be constructed of one layer of marl bags on the bottom and then two layers of oyster shell bags on top of the
marl bags. Approximately 1,000 bushels of cured oyster shell and 500 bushels of marine limestone (marl) will be used to
create the approximately 1,500 bags of shell and marl needed for the two sills.
Each bag will be approximately 2 ft. long, 6 in. wide and 8 in. high. The bags will be placed in the water perpendicular to the
shoreline to avoid rolling. The first two layers of reefs/sills will be formed by 4 bags laid end to end. The third (top) layer will
be comprised of three bags laid end to end. The bags will be nestled together to help form an interlocking structure. If
needed, at 20' intervals, pieces of curved rebar (24" long x 3/8" thick) will be pounded through the bags and into the
substrate to help hold them in place.
Oyster Dome Reef
The oyster dome reefs/sills will be placed in the intertidal and shallow subtidal areas along the shoreline, to enhance and
restore lost oyster reef and fishery habitat in this area. The reefs/sills will also provide a buffer for the eroding shoreline and
saltmarsh from waves and boat wakes. The oyster domes will also provide a suitable high relief substrate for oyster larva
recruitment and settlement. The exterior surface area and interior area of the oyster domes also provide valuable fish habitat
for foraging and refuge.
The oyster dome reefs/sills will be constructed using two types of oyster domes:
- Mini -Bay Reef Ball: 17' tall; 2'5" in diameter; surface area of 29 sq: ft.; weighs 300 lbs.
Bay Ball Module Reef Ball: 2' tall; 3' in diameter; surface area of 40 sq. ft.; weighs 500 lbs.
The oyster dome reefs/sills will be constructed using two rows of oyster domes parallel to the shoreline. Each oyster dome
reef/sill will have:
- Channel -ward row: Approximately 20 Bay Ball Module Reef Balls placed in a row along the channel side of the sill, with 4-6"
of separation between them.
- Land -ward row: Behind the row of Bay Balls, a second row of approximately 24 Mini -Bay Reef Balls will be placed with 4-6"
of separation between them
In total, approximately 40 Bay Ball Module Reef Balls and 48 Mini -Bay Reef Balls will be used to in 2 parallel rows to create the
(2) low profile oyster dome reef/sills that will be each 8' wide x 50' long x 2' high along a total of 110 feet of intertidal
estuarine shoreline.
(3) Lo -pro oyster domes will be placed in an offset manner at the terminus of the southern oyster dome sill to help break up any
longshore current created by displacement from passing vessels. An additional (3) Lo -pro oyster domes will be placed in an
offset manner at the terminus of the northern oyster shellbag and granite/marl bag sill to help break up any longshore current
created by displacement from passing vessels.
Fish Passage/Breaks:
Approximately 5' of open area will be left between the proposed reefs/sills; and each of the sills/reefs will be offset to allow for
fish passage and inter -reef fisheries habitat. Two small oyster dome sections (6'X2'X2') will be placed in offset manner
between the still structures to prevent erosion through the open water gaps left for fish passage.
The oyster domes will be transported to the stockpile area in the park by truck and offloaded. During construction, loading
equipment (Bob-cat/Small excavator) will carry the domes down the temporary construction access ramp and place them in
the oyster reef/sill foot print. The reef balls will be secured and held in place by curved re -bar pounded into the substrate.
Coastal Saltmarsh Restoration
The saltmarsh in the proposed project area has eroded over the years and saltmarsh habitat has been lost. Current conditions
at the project site include areas of marsh scarps, undercutting of the marsh and eroded substrate. The purpose of the
saltmarsh restoration component of the project is to restore eroded saltmarsh habitat.
is portion of the project will be located between the NHW line within the existing and eroding saltmarsh and the channel ward
extent of the growing range. The saltmarsh restoration area will be approximately 200' long with a maximum width of 35' and
an average width of 25'. The goal is to restore lost saltmarsh habitat. The area will be stabilized with the installation of
approximately 5,000 Spartina altemiflora (Smooth Cordgrass) planted on 12" centers to enhance ththe
saltmarsh. Some high marsh plant seedlings, Spartina patens (Saltmeadow Hay) will be installed a ��yi fiigohigh
marsh zones.
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmar'rh�i
'tT0°, IN '

Form DCM MP -1 (Page 5 of 6)
APPLICATION for
Major Development Permit
e. Are the proposed activities maintenance of an existing project, new work, or both?
Reef/Sill Creation and Marsh Cretation
In
will be new work
f. What is the approximate total disturbed land area resulting from the proposed project?
5000 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ®No [INA
that the public has established use of?
b.
h. Describe location and type of existing and proposed discharges to waters of the state.
Since the project is low density (<12% Impervious) all runoff sheet flows off the site.
No piping or direct discharges into
wetlands or waters of the state.
c.
i. Will wastewater or stormwater be discharged into a wetland?
[]Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes []No ®NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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 properly prepare the required items below.
a.
A project narrative.
b.
An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c.
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d.
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e.
The appropriate application fee. Check or money order made payable to DENR.
f.
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Ronald C. & Clarice C. Holden Phone No.
Address 101 Shoreline Drive West. Sunset Beach, NC 28468
Name Joel L. & Teresa P. Peed Phone No.
Address 310 Sunset Blvd. Sunset Beach, NC 28468
Name N/A Phone No. N/A
Address N/A
g.
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater Permit No. SW8 150401 (Minor Mod. Approved COE Action ID No. SAW -2015-00113 (Construct Piers/Docks)
5-24-18) Expires 12-31-2021
CAMA Major Permit No.52-15 (Minor Mod. Approved 6-13-18) Erosion & Sediment Control Project ID: BRUNS-2015-011
For Rip Rap Revetment (expired, but not needed for proposed work)
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) RECEIVED
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 EnviroI 41108.
OCNI n
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Form DCM MP -1 (Page 6 of 6)
APPLICATION for
Major Development Permit
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 q Print Name Hiram Marziano.
Signature
Please indicate application attachments pertaining to your proposed project.
ODCM MP -2 Excavation and Fill Information []DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
[]DCM MP -4 Structures Information
OCT 042018
DCM WILKING2TON, NC
1-888-4RCQASi rfw J. r.cc4a�Yair�as;a?�; e;...

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.
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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 ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any 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
(i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affecteaFECEIE
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net 0C M W1LMWQWN121'ZB106
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
(P1):1@ 601
2@61(lo-pro)
Length
2@6'L(lo-pro)
(P1): 6'(shell)
2'(lo-pro)
Width
(P2): 8'(bay)
2'(lo-pro)
Avg. Existing
NA
NA
Depth
Final Project
NA _
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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 ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any 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
(i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affecteaFECEIE
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net 0C M W1LMWQWN121'ZB106

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ®Breakwater/Sill ❑Other:
C. Average distance waterward of NHW or NWL:
P1: 28'
P2: 30'
(1) 30'
(2) 30'
e. Type of stabilization material:
#4 marine limestone marl (as used by NCDMF for oyster clutch
plantings) and cured oyster shells in mesh bags.
b. Length: (P1): 60 ft oyster shell/marl/bag sill)
(1) 2 - sets of 3 to -pro oyster domes
(P2): 100 ft oyster dome sill
(1) 50 ft long oyster dome sill
(2) 50 ft long oyster dome sill
(3) 2 - sets of 3 to pro oyster domes
(Total of 160' ovser dome/oyster bag sills with 5' breaks
between for fish passage. A total of 12 Lo -Pro Oyster domes
will provide protection from wave action in between and beside
proposed sills.)
Width: P1 :6'
(P2): 8'
d. Maximum distance waterward of NHW or NWL:
P1: 30'
P2: 35'
(1) 35'
(2) 35'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill N/A Riprap N/A N/A
Breakwater/Sill 1.365 sf Other N/A
i. Source of fill material.
# 4 marine limestone marl from Marti n -Ma rri etta Quarry. Oyster
domes purchased from reef innovations.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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 J ice,
(ii) Describe the purpose of the fill in th � Y ED
OC TI 0 4 2018
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net �p �x 'Lr1yb 1?J�,6/06
L i YI I s 3 to ! N ii``�3 t..

I& GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
The oyster domestsills will be anchored as seen necessary by 24" A bob-coVskid loader will be used to transport sill materials.
curved rebar pounded into the substrate. No fill will be brought
in but approximately 5,000 Spartins alterniflora (Smooth
Cordgrass) will be planted behind the sills to enhance habitat as
well as prevent future erosion.
c. (i) Will navigational aids be required as a result of the project? d.
OYes ❑No ❑NA
([I) If yes, explain what type and how they will be implemented.
V 2" PVC post will be Installed every 50' along the length of the
project waterward of the project footprint. The post will have
reflective tape on the top.
Date
Sunset Beach Town Park - Living Shoreline
Project Name
Town of Sunset Beach - Hiram Marziano
Applicant 1-0—
Applicant afore
(1) Will wetlands be crossed in transporting equipment to project
site? SYes ❑No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Weiland areas will be avoided as much as possible. In any
areas where wetlands are crossed the ground will be protected
through the use of logging/marsh mats for the equipment and
people to pass over. Once the project Is complete, all the mats
and any project debris will be removed and the path area will be
allowed to return to its natural state. NCCF will install any
needed plants to help the vegetation return to the area.
JCS 042018
JCM WILMINGTON, NG

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WILMINGTON, NC

MARSH GRASS
r
EXISTING
MARSH GRASS
1'55' (MARSH TO MARSH)
EXISTING BOUNDARY
TAX PARCEL 256GAOIO
224752 SF = 5,16 AC
COASTAL WETLAND LINE AS
MARKED BY LAND MANAGEMENT
GROUP, INC. 11/22/17
m
Baa
5' MIN.
LIMITS OF COASTAL 2 00
WETLAND (SEE
GENERAL NOTE 2) 0 ® 0 0 5 MIN.
ok
+
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0
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T -f ZEAL} PIER /*
(SEE DET L) 0
MARY'S CREEK
76'
CONSTRUCTION
V,
''t, ENTRANCE OVER PROPERTY LINE RUNS ALONG
+ +
MEAN HIGH WATER + WETLAND, PLACE MEAN HIGH WATER LINE
ELEVATION 2.00° (NAVD 88)
MARSH/VEGETATION ELEVATION OF 2.00'(NAVD 88)
PROTECTION MATS AS BASED ON NOAA TIDAL
EX. WOOD BULKEAD
(SEE DETAILS) STATION ID 8659897
X \
IA!
RUNS ALONG HIGH EXISTING RIP RAP REVETMENT (MINOR
WATER LINE ELEVATED MC1 OF CAMA MAJOR 52-15
:.. I
WOODEN' APPROVED 06-13-18) + 011 EXISTING RIP RAP SHORELINE PER
+ BOARDWALK SWALE PROTECTIONCAMA GENERAL PERMIT ISSUED
RIP RAP REVETMENT (MINOR + (MINOR MOD. OF -N,
MOD. OF CAMA MAJOR 52-15 EXISTINGCAMA MAJOR 52-15 01/13/15
APPROVED 06-13-18 PERMEABLE + + IN
I APPROVED 06-13-18)
PAVER
+ 7 +
ry
3q C -I- + WALKWAY
0+00 0+50 C+80
6 EXISTING RIPRAP REVETMENT 6
4 MARSH -4
PLANTING
DNE
2
TANTE� 2
VARIES)
(BASED
MHW 0 OYSTER 0 MHW ON
SHELL NAVD 88)
IK** BAG SILL
MHW 6'
-2 v--90- I 1 2
BIOLOGIC
INDICATORS) V LY MAX
HEIGHT
-4 -4
OYSTERS LOW F_ ,
MLW
0 10 20 40
SECTION P- I OYSTER DOME SILL
I "=20'HORIZONTAL
1" 4' VERTICAL
EXISTING
EXISTING PERMEABLE
GAZEBO PAVER
WALKWAY
0+00 MARSH 0+50 0+80
PLANTING
4 ZONE
(DISTANCE
VARIES)
EXISTING RIPRAP REVETMENT 2
OYSTE? MHW (BASED 0 ME~
8, 0 MHW ON
NAVD 88)
MHW 2.0' MAX
(BASED ON BIOLOGICL HEIGHT
INDICATORS) — 4 IIGH—/"-- 4
SEE NOTES FOR T
ALLOWED SLOPE
MEW
-6 OYSTERS LOW 6
_R - 8
0 10 2t, 40
SECTION P-2 OYSTER DOME SILL
I "=20'HORI70NTAL
1°'-=4' VERTICAL
NOTES FOR Rif' RAP LS!�ILLS OYSTFR DOME & _GYSTER �BAG SILLS):
1.) THE, �;EIGHT OF SILLS SHALL NOL F kC `H; ) S[% INCHES ABOVE MEAN HIGH WATER, NORMAL WATER LEVEL, OR THE
HEICiHT OF THE, ADJACENT WETLAN 1) St BS MATE, WHICHEVER IS GREATER.
1 I
) THE, RLLS SHALL HAVE AT LEAST ON � L'E-FOOT DROP-DOWN OR OPENING EVERY 100 FEET AND MAY BE STAGGERED OR
OV1Ji_'APPED OR LEFT OPEN AS LONGAS -1-1 ILS FIVE-FOOT DROP-DOWN OR SEPARATION BETWEEN SECTIONS IS
MAPGAINED.
3,) THE LIPRAP STRUCTURE SHALL NOT FACEFI) A SLOPE OF A ONE FOOT RISE OVER A TWO FOOT HORIZONTAL DISTANCE
ANL),: MINIMUM SLOPE OF A ONE .-AND A I (ALF FOOT RISE OVER A ONE FOOT HORIZONTAL DISTANCE, THE WIDTH OF THE
STRLt,.'-'TURE ON THE BOTTOM SHALL BE NO WIDER THAN 15 FEET.
4.) SILLS SHALL BE MARKED AT 50 1-00 1- IN ITRVALS WITH YELLOW REFLECTORS EXTENDING AT LEAST THREE FEET ABOVE
MEAN HIGH WATER LEVEL.
5,) IF CP',-;)SSfNG WETLANDS WITH MECHANIZED CONSTRUCTION EQUIPMENT IS NECESSARY, TEMPORARY CONSTRUCTION
MATS SHALL BE UTILIZED FOR THE ARF iS 1-0 BE CROSSED. THE TEMPORARY MATS SHALL BE REMOVED IMMEDIATELY
UPON COMPLETION OF THE CONS,rRUCI ION OF THE RIP RAP STRUCTURE,
0 2018 This drawing shall not be reproduced in whole or in part without written pennission of East Coast Engineering & Surytying , P.C.
SITE ADDRESS: 206 SUNSET BOULEVARD NORTH
SUNSET BEACH, NC 28468
Revisions
Coa-s4tWedandfine-
EXISTING PERMEABLE
PAVER WALKWAY
EXISTING CONCRETE PAD
"0
a) V'r
EXISTING ELEVATED
WOODEN BOARDWALK
W
PROPOSED OYSTER DOME
0,010
q 0 6
SILL
Cie
PROPOSED OYSTER SHELL/
MARL/ BAG SILL
F- -1
L.
COASTAL WETLANDS
Revisions
Coa-s4tWedandfine-
NC GRID NORTH
N �ITA lil 'I 'I. I �1
AD 83-2011
30 15 0 30 60 90 4�
SCALE 1 30'
GENERAL NOTES:
1 FOR WETLAND CROSSING USE A MARSH VEGETATION T. APPROVED PRODUCTS INCLUDE
PRESTO GEOSYSTEMS GEOTERRA GTO CONSTRUCTION MATS, OR GREATMATS GROUND
PROTECTION MATS (OR APPROVED EQUAL).
WATERWARD EDGE OF COASTAL WETLANDS MARKED BY LOCATING EXISTING SMOOTH U
CORDGRASS (Spartina alterniflora). NO HYDRIC SOILS TESTING PREFORMED. z
LANDWARD COASTAL WETLAND DELINEATION PREFORMED BY LAND MANAGEMENT E-4
GROUP, 04
0 (:)
0 z
0
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Date:
Scale: _V=30'
Drawn By: JDS
Checked By: RET
OCT 04 2018
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION IMTHOUT AFFIXED
CORPORATE SEAL.
UARO
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012656
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N �ITA lil 'I 'I. I �1
AD 83-2011
30 15 0 30 60 90 4�
SCALE 1 30'
GENERAL NOTES:
1 FOR WETLAND CROSSING USE A MARSH VEGETATION T. APPROVED PRODUCTS INCLUDE
PRESTO GEOSYSTEMS GEOTERRA GTO CONSTRUCTION MATS, OR GREATMATS GROUND
PROTECTION MATS (OR APPROVED EQUAL).
WATERWARD EDGE OF COASTAL WETLANDS MARKED BY LOCATING EXISTING SMOOTH U
CORDGRASS (Spartina alterniflora). NO HYDRIC SOILS TESTING PREFORMED. z
LANDWARD COASTAL WETLAND DELINEATION PREFORMED BY LAND MANAGEMENT E-4
GROUP, 04
0 (:)
0 z
0
01 9,
2
U
Date:
Scale: _V=30'
Drawn By: JDS
Checked By: RET
OCT 04 2018
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION IMTHOUT AFFIXED
CORPORATE SEAL.
UARO
S EA L
012656
IN
E,
SfMET 1OF2
ECES PROJECT NO. 2700.19
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NC GRID NORTH
N �ITA lil 'I 'I. I �1
AD 83-2011
30 15 0 30 60 90 4�
SCALE 1 30'
GENERAL NOTES:
1 FOR WETLAND CROSSING USE A MARSH VEGETATION T. APPROVED PRODUCTS INCLUDE
PRESTO GEOSYSTEMS GEOTERRA GTO CONSTRUCTION MATS, OR GREATMATS GROUND
PROTECTION MATS (OR APPROVED EQUAL).
WATERWARD EDGE OF COASTAL WETLANDS MARKED BY LOCATING EXISTING SMOOTH U
CORDGRASS (Spartina alterniflora). NO HYDRIC SOILS TESTING PREFORMED. z
LANDWARD COASTAL WETLAND DELINEATION PREFORMED BY LAND MANAGEMENT E-4
GROUP, 04
0 (:)
0 z
0
01 9,
2
U
Date:
Scale: _V=30'
Drawn By: JDS
Checked By: RET
OCT 04 2018
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION IMTHOUT AFFIXED
CORPORATE SEAL.
UARO
S EA L
012656
IN
E,
SfMET 1OF2
ECES PROJECT NO. 2700.19

S
11110vations
* Y 5 "tall
* 2' diameter
surface ce area 17 sq ft
W
eight 200 lbs.
average number of holes 12%
k\;,I\% 1,)ottoll 1
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-HI C\ lUffC,
LO -PRO REEF BALL DETAIL
NTS
• V 7" tall
• 2'5" max. diameter
• surface area 29 sq ft
• ave ra ge n u m be r of
• wavey bottom
• ;nterconnecting hcde,,,-
• aggregated exposed Dut,, siurface
texture
• Weight 300 lbs.
MINI BAY REEF BALL
NTS
UC -
5.66
A-
--------------
0.5
1 0 N A I I T
inI
fav10nS at,
J
* 2' tall
0 3'feet base dia meter
surface area 40 sq ft
average number of holes 14
wavy bottom
interconnecting holes
aggregated exposed outside surface
texture
0 Weight 500 lbs
0 Easy to deploy
Great for shallow water
Works well with docks
BAY BALL MODULE DETAIL
NTS
Nam
Bill NNIMA, c,
I BAGS TO BE PL, -,CED IN THE WATER PERPENDICULAR TO THE SHORELINE TO AVOID ROLLING.
TOP TWO LAYERS:
OYSTER BAGS
BOTTOM LAYERa
MART_ BATS
1) FIRST LAYER OF MARL BAGS TO BE BUR11-1) IIALF OF BAG HEIGHT AND LAID END TO END. SECOND AND THIRD LAYER -f 0 BE OYSTER SHELL
BAGS. BAGS TO
E NESTLED TOGETH E' R TO CREAT` AN INTERLOCKING STRUCTURE
3
3.) IF NEEDED AT 'O' FOOT' INTERVALS, PIECES (WCURVED REBAR (24" LONG, 3/8" THICK) WILL BE POUNDED THROUGH THE BAGS AND INTO THE
SUBSTRATE TO HELP HOLD THEM IN PLACE
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�aANGES FRO—CARK, SHADES OF GRAY TO
CHEMClk RESISTANCE
tSUPERIOR
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t
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S7ABI-,,2 ATION
UNIT vtNtMum CRUSH STRENGTH 0 21-C'
S
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UNITS PSR Pk LE 1
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MATERA.. F-1,EXURAL. MODULUS 0 211'C
t
ps� (1,170 mpal
2 550 rrr7m)
N01MAN*k DIMENS�ONS (A IRYH, x Lr-4G7H)'1-1,S
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01
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12 kn (50 -nrn)
�(3ijjN, 0 r
NOWINA- COVERAGE AREA
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4,43 sqft (N,41 sa
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�:O,',N, N 12 PER UNIT) (12 per GEOTERROUN�,;;
IF KO'Ll. SINCLE F -AF R
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AT FRAL 1100% VIRDN 1,40 Fa,YETHYlXNE
ANDES FROM, GARX SHADES OF GRAY TO
COLOR
L& K
C
CHEMIC& RESISTANCE
cmeoN BLACK FOR ULTRAVIOLET LIGHT
,,A far 1ATiON �1,575 - 2%
UNIT WIMMUM CRUSH STRENGTH 0 21'Ci
3790 xPA",
RATER�A,- FLEXURAL MODULUS 0 21,'C
20(,LOOQ psi (1,510) mpn)
A- Au�L Rtuu'j"�' 'W L
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... ......... -+1-11---- -- --1-------1-- .........- - -- ---- 1-- - 1-1-1-11 11
8011,010 IPEN, AREA PER UN' T q0%
NOV%k, WEIGHT PER UNIT �bs (5,35 kg)
1I"NITS -'LR PAi,,LFT
I CONNIECTICN (12 PFR UNH')
EARIti OR
GEOSYSTEMS GEOTERRA GTO STRUCTURAL MAT SYSI"EM
NTS
(OR APPROVED EQUAL)
Revisions
3A in x 3.2 in (79 min x 81 mrr,)
OPEN AREA PER UNIT
wx
FICIT7014 OPEN AREA PER
NOVINk, WEIGHT PER UINIT
i I i b's
UNITS PSR Pk LE 1
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STRUCTURAL MAT SYSTEM
PLANS/SECTIONS
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a 6 0 �O 00
I
-WASHER
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BOLT OONNECT'ION D040L DVIAIL
�:O,',N, N 12 PER UNIT) (12 per GEOTERROUN�,;;
IF KO'Ll. SINCLE F -AF R
DIJAL SIXI) DRAMAGIF 'I-
1% t4ON-WOVEN OR
W C�'V F'N'
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A N -'71 P E Ait.
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(SINGLF OR PUAI SIDF-),�
GrOTERRO GTO MATERIAL SPr0f`,CAT10N
AT FRAL 1100% VIRDN 1,40 Fa,YETHYlXNE
ANDES FROM, GARX SHADES OF GRAY TO
COLOR
L& K
C
CHEMIC& RESISTANCE
cmeoN BLACK FOR ULTRAVIOLET LIGHT
,,A far 1ATiON �1,575 - 2%
UNIT WIMMUM CRUSH STRENGTH 0 21'Ci
3790 xPA",
RATER�A,- FLEXURAL MODULUS 0 21,'C
20(,LOOQ psi (1,510) mpn)
A- Au�L Rtuu'j"�' 'W L
'�O
N EN
k, IM �*N�
N I A- JN E
0 k, I N I RTH
RA E AREA
G 7�70VEW 0 G
ELL_ _
_ _,�R j T_
TC)p GSR LE,kI AREA PER UNIT 7%
... ......... -+1-11---- -- --1-------1-- .........- - -- ---- 1-- - 1-1-1-11 11
8011,010 IPEN, AREA PER UN' T q0%
NOV%k, WEIGHT PER UNIT �bs (5,35 kg)
1I"NITS -'LR PAi,,LFT
I CONNIECTICN (12 PFR UNH')
EARIti OR
GEOSYSTEMS GEOTERRA GTO STRUCTURAL MAT SYSI"EM
NTS
(OR APPROVED EQUAL)
Revisions
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Date:
Scale: 1 40'
JDS
Drawn By:
Checked By: RET
m r,
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0 12656
9-10-18
0 "VO IN
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SUEET 20F2
® 201$ This drasvin� shad not be reproduced Hsi whole or in parr: e�+ithnut wri pc fission of t east I;ineerin$ �C S�xeyin� , P.C.
ECES PRCiJECT RIC. 2701.19