20141181 Ver 1_CAMA Application_20141113

2 0141181
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 12, 2014
Division of Coastal Management
MEMORANDUM.
TO- Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
John E Skvarla, III
Secretary
DGC�C�O�C�
NOV 13 2014
DENR - WATER SOURCES
Ft
t & BUFFER PERMITTING
FROM. Jonathan Howell, NC DENR -DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT- CAMA / Dredge & Fill Application Review
Applicant: Horry County State Bank (Riverside Park Marina)
Project Location: 9286 River Terrace, adjacent to the Calabash River, ,in Calabash, Brunswick Co.
Proposed Project: to excavate an access channel & boat basin, and to expand a 10 -slip existing
marina to a 42 -slip community manna
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by December 1, 2014.
If you have any questions regarding the proposed project, contact Holley Snider at (910)796 -7270
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed
SIGNED
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
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone 910 - 796 -7215 \ FAX 910 - 395 -3964 Internet www nccoastalmanagement net
An Equal Opportunity, Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Horry County State Bank/ Riverside Park Marina
2. LOCATION OF PROJECT SITE: 9286 River Terrace, Calabash, Brunswick Co
Photo Index— 2006: 2 -6208 W, X -16, 17 2000-3-281310-111995:3-27S4-5 1989: 194 -4 M11
State Plane Coordinates - X: 2120000 Y: 51000
Latitude: 33 °53 "04 30 "N Longitude: 78 °33 "44 02 "W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 11/05/14
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received — 9/17/14, 10/28/14 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Calabash
Land Classification From LUP - Urban Transition
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Residential Subdivision_
(E) Wastewater Treatment: Existing — County Sewer
Planned - None
(F) Type of Structures: Existing - Subdivision Streets, buildings, residences, community dock
and amenities
Planned - 42 -Slip community docking facility
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non - Vegetated Wetlands
120,769 sq. ft
28,000 sq. ft.
(open water)
(2 77 acres)
Incorporated
7,140 sq ft. shaded
(C) Other
75,000 sq ft
High ground
(D) Total Area Disturbed: 195,769 sq ft. (4 49 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open No
8. PROJECT SUMMARY: The applicant proposes to excavate an access channel and boat basin for the construction of
a 42 -slip community marina at the Devaun Park Subdivision.

Horry County State Bank — Riverside Park Marina
Page Two
9. PROJECT DESCRIPTION
The applicant's project is located at 9286 River Terrace, within the existing Devaun Park Subdivision, adjacent
to Calabash River, in Calabash, Brunswick County. The project site can be accessed from NC Highway 179.
Traveling from Calabash to Sunset Beach on Highway 179, turn right onto Shady Forest Drive Just past the
Calabash River Bridge. Shady Forest Drive leads into Devaun Park. Once in the Subdivision, turn right onto
Hutton Heights Way and follow to Calabash River The project site is at the intersection of Hutton Heights
Way and River Terrace.
The Devaun Park Subdivision occupies approximately 150 acres of land with elevations ranging from 20 to 30
feet above mean sea level. Subdivision roads, sidewalks, clubhouse, community docking facility and some
residences have been constructed and the majority of lots remain undeveloped. The waterfront parcels
adjacent to the existing community docking facility are owned by Horry County State Bank, described as
Riverside Park and are the subject of this report
CAMA Major Permit #09 -04 was issued to Stanaland Stewart Co. LLC on January 7, 2004 and authorized the
construction of a 10 -slip community docking facility at the existing subdivision on Calabash River. The
community docking facility was sited on a secondary channel or natural oxbow feature that was once the
main channel of the River and is referred to as Calabash Creek CAMA Major permit #09 -04 expired on
December 31, 2007. On behalf of the Stanaland Stewart Co., LLC, Land Management Group submitted an
Environment Assessment (EA) for the expansion of the existing 10 -slip facility to a 42 -slip marina with the
excavation of approximately 30,243 cubic yards of shallow bottom habitat for the boat basin and access
channel The EA was submitted to the State Clearinghouse for review by DENR. After environmental review,
it was found that the 42 -slip marina with boat basin and access channel excavation would not result in
significant impacts to the environment. The project received a "finding of no significant impact" ( FONSI) from
the Division of Coastal Management on October 12, 2010 and completed the SEPA review process in January
2011 This FONSI was for the excavation of approximately 149,559 square feet (3.43 acres) of open water
dredging to a final depth of -7 feet for the siting of a 42 slip marina with slips ranging from 30 to 60 feet in
length
The project site (Riverside Park) is made up of three parcels, approximately 6.25 acres in area with
approximately 1,897 linear feet of shoreline along south side of Calabash Creek. This portion of Calabash
Creek is a secondary channel or oxbow The main channel of the Calabash River is located along the north
bank of the creek or oxbow Existing development on the parcel includes a 1,600 sq. ft. sales office /pavilion,
sidewalks, wooden decks and a 10 -slip community docking facility The majority of Riverside Park is relatively
high in elevation for this part of Brunswick County, averaging approximately 16 feet above mean sea level.
Along the shoreline the property elevation drops rapidly from the top of the bank to the normal high water
contour over a distance of approximately 30 feet. Coastal wetland vegetation begins near the toe of the bank
and consists almost entirely of Smooth Cord grass Marsh (Spartino alterniflora). The marsh extends water
ward approximately 100 feet from the bank. The existing community docking facility is comprised of a fixed
access pier, gazebo and floating docking system. The floating docking system consists of a main spine with
four finger piers that provide dockage for ten (10) vessels. No other docking facilities are present along this
shoreline.

Horry County State Bank — Riverside Park Marina
Page Three
The waters of the Calabash Creek (aka Calabash River) are classified as SA by the North Carolina Division of
Water Resources. The waters are closed to the harvest of shellfish and are not designated a Primary Nursery
Area by the Division of Marine Fisheries
PROPOSED PROJECT
The applicant is proposing to excavate an access channel and boat basin for the construction of a 42 -slip
community marina at the Devaun Park Subdivision. The proposed access channel would connect to the
federally maintained navigation channel of the Calabash River and extend to the south east. The proposed
access channel would range in width from approximately 60 feet to 160 feet at the connection with the
federal navigation channel The access channel would measure approximately 400 feet in length from the
point of connection with the federally maintained channel to the proposed boat basin The proposed access
channel would be aligned along the -4 foot (@ MLW) water depth contour of the natural oxbow feature of
Calabash Creek. Water depths in the location of the proposed access channel range from -2 feet to -5 feet at
Mean Low Water (MLW). The proposed access channel would connect to a proposed boat basin that would
be irregular in shape. The proposed boat basin would range in width from approximately 110 feet to 230 feet
and would measure approximately 580 feet in length. Existing water depths in the location of the proposed
boat basin range from approximately -0.8 feet to -5 feet at MLW. As proposed the access channel and boat
basin would be hydraulically excavated to a final depth of -6 feet at MLW The proposed boast basin footprint
would provide a 10 foot buffer from the edge of coastal wetlands. The proposed access channel and boat
basin would be aligned along the natural oxbow feature of Calabash Creek that served as the main navigation
channel prior to the ACOE establishment of the federal navigation channel to the northwest. The proposed
access channel and boat basin would provide access exclusively for the Riverside Park Marina (see sheet 4 of
9). Spoil material associated with the excavation of the access channel and boat basin would be deposited
into a settling dike located approximately 600 feet from NHW within the subdivision. The applicant has
provided a deed of ownership for this area measuring approximately 200 feet in width by 375 feet in length
(see sheet 7 of 9). The applicant has stated that this area will be available for future maintenance events.
Riverside Park Marina would be sited within the footprint of the proposed boat basin. The proposed 42 -slip
marina would utilize the existing pier and gazebo for access to a floating docking system. The floating docking
system would extend to the northeast and southwest and would be connected to the existing access pier and
gazebo via access ramp. The northeast portion of the proposed marina would consist of an approximately 12
feet wide by 43 feet long floating spine which transitions to an approximately 6 feet wide by 118 feet long
main spine floating dock oriented parallel to the shoreline. As proposed, three (3) finger piers, each
measuring 4.25 feet in width by 34 feet in length, and two (2) finger piers, each measuring 3.25 feet in width
by 30 feet in length, would extend water ward of the main spine floating dock. The proposed finger piers
would be oriented perpendicular to the shoreline. The applicant is proposing ten (10) tie pilings located
between the proposed finger piers to provide tie off for vessels within the slips labeled #42 -34 (see sheet 5 of
9).
The southwest portion of the proposed marina would consist of an approximately 12 feet wide by 43 feet
long floating spine which transitions to an approximately 6 feet wide by 33 feet long floating section
connecting to an approximately 6 feet wide by 92 feet long main spine floating dock The proposed main
spine floating docks would be oriented parallel to the shoreline. As proposed, five (5) finger piers each
measuring approximately 3 25 feet in width by 30 feet in length would extend water ward of the main spine

Horry County State Bank — Riverside Park Marina
Page Four
floating dock. The proposed finger piers would be oriented perpendicular to the shoreline and the applicant
is proposing nine (9) tie pilings located between the proposed finger piers to provide tie off for vessels within
the slips labeled #33 -25 (see sheet 5 of 9).
The south west floating docking system would connect to a proposed floating platform for golf cart parking
measuring approximately 18.5 feet in width by 56 feet in length. The proposed golf cart parking area would
connect to a main spine floating dock extending to the west, measuring approximately 186 feet in length by 6
feet in width. The proposed main spine floating dock would be oriented at an angle to the shoreline. As
proposed, six (6) finger piers, each measuring approximately 3.25 feet in width by 30 feet in length would
extend north of the main spine floating dock. The proposed finger piers would be oriented generally parallel
to the shoreline. The applicant is proposing eleven (11) tie pilings located between the proposed finger piers
to provide tie off for vessels within slips #24 -14. As proposed, seven (7) finger piers, measuring approximately
4.25 feet in width by 24 feet in length would extend south of the main spine floating dock The applicant is
proposing twelve (12) tie pilings located between the proposed finger piers to provide tie off for vessels
within the slips labeled #1 -13 (see sheet 5 of 9).
As proposed, the marina would extend beyond the quarter width of the water body and appears to exceed
the third width limitation long some portion of its proposed alignment. The proposed marina has been
designed to follow the natural contours of the oxbow and to be located outside of the natural channel
portion of the water body The proposed marina would provide dockage for 42 vessels, however there is the
potential for dockage by small vessels on the landward side of the southwest floating docking system
The applicant is also proposing construction of a wooden drip- through golf cart path and cart parking spaces
on the high ground within the Riverside Park parcels. The proposed cart paths and parking areas would be
located landward of the 30 foot Coastal Shoreline Buffer (see sheet 6 of 9)
10. ANTICIPATED IMPACTS:
The applicant has designed the project to reduce the impacts associated with the previously proposed
development that received a "FONSI" from the State clearinghouse in 2011 The applicant has reduced the
dredged depth from -7 feet to -6 feet at MLW, the dredged footprint has been reduced by 28,790 square feet
resulting in a reduction of 10,115 cubic yards of dredged material. The applicant has also reduced the dock
footprint by 19,557 square feet. The currently proposed access channel and boat basin excavation would
impact approximately 120,769 square feet ( +/ -2.77) acres of shallow bottom and deposition of dredge spoil
material would impact 75,000 square feet of previously disturbed high ground. No coastal wetlands are
proposed to be impacted as part of this project. The applicant has designed the project to provide a 10 foot
buffer from coastal wetlands for excavation. The community marina would incorporate approximately 28,000
square feet of Estuarine and Public Trust area. The community marina would result in the shading if
approximately 7,140 square feet of Estuarine and Public Trust Waters The community marina would be
located entirely within the applicant's riparian area and would conform to the 15 foot adjacent riparian
property setback. As proposed, the marina would extend beyond the quarter width of the water body and
appears to exceed the third width limitation long some portion of its proposed alignment. The proposed
marina has been designed to follow the natural contours of the oxbow and to be located outside of the
natural channel portion of the water body.

Horry County State Bank — Riverside Park Marina
Page Five
The golf cart path and parking would not result in any additional impervious surfaces within the Estuarine
Shoreline AEC. Minor disturbances to high ground are expected as a result of the construction of the wooden
walkway and open decks during piling installation. Minor increases in turbidity can be expected during
hydraulic dredging operations.
Submitted by: Holley Snider Date: November 10, 2014 Office. Wilmington

Project Narrative
CAMA Major Permit Application
September 16, 2014
Riverside Park Marina
Town of Calabash, Brunswick County, North Carolina
Horry County State Bank, Applicant
Proposed Project
Horry County State Bank proposes to construct an open water community marina that will offer 42
permanent boat slips to residents of the Devaun Park Community. The proposed marina will be a
floating structure Slips will range in length from 25 ft to 34 ft Pilings will anchor the dock system
and serve to separate individual slips Residents will access the community marina via the existing
timber access pier which features a 12 ft x 12 ft covered gazebo at the waterward end
In order to construct the proposed marina, approximately 20,128 cu yd of sediment will be
excavated below mean low water (MLW) to attain a final marina depth of -6 ft MLW. Excavated
materials will be dredged hydraulically and pumped into the settling dike, located 600 ft inland
within the Devaun Park neighborhood on a designated upland area
A permanent marine pumpout station will be located along the waterward edge of the western dock
system and will tie -in with the County sanitary services. No additional marine services will be
offered. A wooden drip- through golf cart path and cart parking spaces will be located within
Riverside Park to provide residents with convenient access to the marina No new impervious
surfaces are proposed as part of this application. Impervious surfaces within the development are
covered by stormwater permitting (SW8 010828 Mod)
The previous land owner, Stanaland Stewart Company, LLC instated development of a 42- slip
marina in this location in 2009 At that time, the NC State Environmental Policy Act (SEPA)
required an Environmental Assessment be prepared for proposed open water marinas to evaluate
potential environmental impacts under the SEPA procedure That process was completed and a
planned 42 -slip marina received a "Finding of No Significant Impact" ( FONSI) from DCM on
October 12, 2010 (copy enclosed) and completed the SEPA review process in January 2011
The currently requested marina maintains a total of 42 slips, but all slips have been reduced in
size Smaller slips have resulted in a reduced dredging footprint and volume and a reduced use of
public trust waters /bottom The enclosed table shows reduced impacts to the area of proposed
dredging, the final project depth, and the marina footprint beyond the 2010 design which received a
FONSI
R E ',EIVi"=D
DCM WILMINGTON, NO
Riverside Park Manna, Devaun Park
CAMA Major Permit application, Project Narrative September, 2014 5 E P 17 20114
1

Reduction of Impacts beyond 2011 marina layout with FONSI.
Existing Conditions
There is an existing 10 slip floating dock facility, 12 ft by 12 ft covered gazebo and wooden access
pier in the footprint of the proposed project All existing water - dependent structures were
authorized in 2004 by the previous land owner (CAMA Major Permit No 09 -04)
The proposed project is located in the Lumber River Basin (Subbasin 03- 04 -59, Hydrologic Unit
Code 03040207) The waters of the Calabash River In this vicinity are classified as Class SA,
HQW and are closed to shellfishing Waters in the footprint of the proposed structure are not
designated as PNA. The lunar tidal range in this vicinity is approximately 4 2 ft There Is a
maintained federal navigation channel in the Calabash River adjacent to the proposed project The
outermost structures of the proposed marina are over 400 ft from the federal channel.
A review of historical aerial photography in the project vicinity indicates that the Calabash River
was realigned sometime between 1949 and 1966 (see enclosed aerials) This dredged and
federally maintained project is the designated navigation channel for commercial and recreational
vessels passing the Calabash waterfront The dredged channel effectively bypasses the meander
in the Calabash River, which is the site of the proposed marina As water flow was diverted from
the natural river meander to the re- aligned navigation channel of the Calabash River,
sedimentation rates increased in the oxbow, resulting In the very shallow water depths that are now
present In the Immediate footprint of the proposed project
The boundaries of jurisdictional 404 wetlands have been delineated on the entire Devaun Park
property Boundaries were delineated with the original subdivision development, and all 404
wetlands and coastal wetlands within Riverside Park and the dredge deposit site were re- flagged
and surveyed in 2010 The updated wetland survey for the proposed project Is included with this..,,
Major Modification request There are no proposed impacts to 404 or coastal wetlands I " E I V E�
D0fV1 VYILMINGTON, NC
Riverside Park Manna, Devaun Park j E P 1 1 2014
CAMA Major Permit application, Project Narrative September, 2014
2
FONSI- approved 2011
Currently Requested
Change
Dredge Area
149,559 sq ft
3 43 acres
120,769 sq ft
2 77 acres
- 28,790 sq.ft.
19 % reduction
Dredge Depth
-7' MLW
-6' MLW
1' reduction
Dredge Volume
— 30,243 cy
— 20,128 cy
- 10,115 cy
33 % reduction
Dock Footprint
45,091 sq ft
25,534 sq ft
- 19,557 sq ft.
43 % reduction
Slips
42 total, 30 to 60 ft
42 total, 25 to 34 ft
Smaller slips, same
total
Existing Conditions
There is an existing 10 slip floating dock facility, 12 ft by 12 ft covered gazebo and wooden access
pier in the footprint of the proposed project All existing water - dependent structures were
authorized in 2004 by the previous land owner (CAMA Major Permit No 09 -04)
The proposed project is located in the Lumber River Basin (Subbasin 03- 04 -59, Hydrologic Unit
Code 03040207) The waters of the Calabash River In this vicinity are classified as Class SA,
HQW and are closed to shellfishing Waters in the footprint of the proposed structure are not
designated as PNA. The lunar tidal range in this vicinity is approximately 4 2 ft There Is a
maintained federal navigation channel in the Calabash River adjacent to the proposed project The
outermost structures of the proposed marina are over 400 ft from the federal channel.
A review of historical aerial photography in the project vicinity indicates that the Calabash River
was realigned sometime between 1949 and 1966 (see enclosed aerials) This dredged and
federally maintained project is the designated navigation channel for commercial and recreational
vessels passing the Calabash waterfront The dredged channel effectively bypasses the meander
in the Calabash River, which is the site of the proposed marina As water flow was diverted from
the natural river meander to the re- aligned navigation channel of the Calabash River,
sedimentation rates increased in the oxbow, resulting In the very shallow water depths that are now
present In the Immediate footprint of the proposed project
The boundaries of jurisdictional 404 wetlands have been delineated on the entire Devaun Park
property Boundaries were delineated with the original subdivision development, and all 404
wetlands and coastal wetlands within Riverside Park and the dredge deposit site were re- flagged
and surveyed in 2010 The updated wetland survey for the proposed project Is included with this..,,
Major Modification request There are no proposed impacts to 404 or coastal wetlands I " E I V E�
D0fV1 VYILMINGTON, NC
Riverside Park Manna, Devaun Park j E P 1 1 2014
CAMA Major Permit application, Project Narrative September, 2014
2

The majority of Devaun Park is within the Town of Calabash Extra - Territorial Jurisdiction (ETJ) and
is zoned as a Planned Unit Development (PUD), receiving approval in September of 1999 The
Town of Calabash accepted a voluntary annexation in 2008 from the previous land owner,
Stanaland Stewart Company, LLC for the entire waterfront properties of Devaun Park including the
Riverside Park Marina, The Pointe, homesites in Devaun Park Circle and homesites 39R and 40R
in River Terrace The applicant received approval for the construction of a maximum of 44 boat
slips in September 2007 (confirmation letter enclosed) The approval was extended in 2008 A
stormwater permit was secured for the project (SW8010828 Mod) by the previous owner,
Stanaland Stewart Company A request for transfer of the stormwater permit to the current owner
has been submitted concurrent with this CAMA Major Permit application
Minimization and Avoidance
A list of mitigative measures adopted for the project as a result of these consultations are as
follows
• Riverside Marina Association (RMA) will establish a list of covenants requiring a closed
head policy specifically prohibiting any overboard discharge or any in -water boat
maintenance such as vessel painting or scraping All RMA members will be required to
agree to the terms of these policies at the time they agree to utilize the marina
• The marina will feature a permanent waste pumpout system on the waterward limits of the
western dock to service vessel holding tanks The system will tie into the County sanitary
services
• There will be an emergency spill response kit available on the dock and ample signage as
to its location Emergency contact numbers, including the US Coast Guard, will also be
posted
• A floating dock system is proposed ensuring the free movement of water through the
marina area Due to the presence of the Corps - maintained navigation channel on the
Calabash side of the river and the fact that no boat docks will ever extend from the marsh
on the opposite side of the bypassed meander, there will be no negative impacts to
navigation and public trust usage
• The Calabash River in the vicinity of the proposed project has been restricted for
shellfishing since 1968 and has been historically utilized for commercial and, recreational
purposes No additional shellfish closures will result from the proposed project The Town
of Calabash presently features commercial dockage directly across the river from Devaun
Park Given the historic uses of this area of the Calabash River, the proposed project is in
harmony with the existing water access and boating facilities along this section of the
Calabash River corridor
• There will be no new discharges to adjacent waters resulting from the project A State
Stormwater Management Permit was secured for Devaun Park (SW8010828 Mod) by
Stanaland Stewart Company LLC No new impervious areas are proposed in association
with this project.
Riverside Park Marina, Devaun Park
CAMA Major Permit application, Project Narrative September, 2014
3
DCM 101iLM1NIGTON, N(,-

The proposed dredging depth of -6' MLW will serve to provide for safe navigation without
continual bottom impacts and provide for longer intervals between maintenance dredging
events
® No wetland fill or excavation is proposed in association with this project
Riverside Park Manna, Devaun Park RECEIVED
CAMA Major Permit application, Project Narrative September, 2014 DCM WIL MINGTON, NC
4
S E P " 7 2014

Dcrlla
APPLICATION for
Major Development Perm
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
primary�Applicarit% er,
W",
h9;,
Jok'��'X'
Business Name
1k
Land Management Group Inc
Business Name
Agent/ Contractor 1 First Name
Project Name (if applicable)
Last Name
Horry County State Bank
Riverside Park Marina
Agent/ Contractor 2 First Name
Applicant I First Name
Last Name
Ml
Last Name
Steve
Morrison
c/o Mr James
Mailing Address
Clarkson
PO Box
City
Applicant 2 First Name
State
MI
Last Name
Wilmington
NA
NC
ZIP
Phone No 1
Phone No
If additional applicants, please attach an additional page(s) with names listed
28403
910 - 452 - 0001 ext
Mailing Address
PO Box
City
Contractor #
State
910 452 0060
218
Loris
SC
ZIP
Country
Phone No
ZIP
FAX No
29569
USA
NC
843 - 716 - 6400 ext
28403 -
Email
843 - 716 - 6213
Street Address (if different from above)
City
State
ZIP
NA
Email
jclarkson@horrycountystatebank corn
� 7�4
W",
Jok'��'X'
Business Name
Land Management Group Inc
Agent/ Contractor 1 First Name
Ml
Last Name
Laura
Stasavich
Agent/ Contractor 2 First Name
Ml
Last Name
Steve
Morrison
Mailing Address
PO Box
City
State
3805 Wrightsville Ave, Suite 15
Wilmington
NC
ZIP
Phone No 1
Phone No
2
28403
910 - 452 - 0001 ext
ext
FAX No
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
3805 Wrightsville Ave, Suite 15
Wilmington
NC
28403 -
Email
Istasavich@lmgroup net, smorrison@lmgroup net
R E CD E I V E D
<Form continues on back> DCM 1APP-MINGTON, NC
SEP 1 7 2014
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
F;Z ip ­7 Z""
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f3a, 'W'Pro 'bc on' W a a
ject, 10 a IRIR"� "_-k .4,- LIP V� 'M
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MR-41113,1", 01 'F"'�� '�#W 'ID,
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'IN M
County (can be multiple)
Street Address
State Rd #
Brunswick
9286 River Terrace
NA
Subdivision Name
_[Calabash
City C
�"y
State
Zip
Devaun Park
NC
28467-
Phone No
Lot No (s) (if many, attach additional page with list)
NA- ext
NA, I I I
a In which NC river basin is the oroject located?
b Name of body of water nearest to proposed project
M Fd ex—
Calabash River
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
ZNatural ❑Manmade ❑Unknown
Calabash River, AIWW
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
SYes ❑No
work falls within
Town of Calabash ETJ
' � 'V
4. E scl"Johl,-f � �q-11
- ' , l A
. A,
­jW'*vff"Kx W "UX"l �Nt"MR,4- N l"q :,�,""
*
.. ....... ... ... ..... . ....... . .
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft
1,897' (Riverside Park Common Area)
270,179 sq ft (Riverside Park Common Area)
*
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0' to 18' NNHW or ❑NWL
*
Vegetation on tract
The existing marsh area consists primarily of salt marsh cordgrass and black needlerush Undeveloped uplands in the
Riverside Park Common Area consist of native trees, shrubs and maintained grass
f
Man-made features and uses now on tract
The Riverside Park Common Area presently features an office building with associated parking, a 10 slip boating facility
with an associated elevated timber walkway and water dependent gazebo
g
Identify and describe the existing land uses adjacent to the proposed project site
Properties adjacent to the project site are presently undeveloped and residential The Town of Calabash commercial
waterfront area is located over 500' across the Calabash River
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
PUD (Planned Unit Development)
(Attach zoning compliance certificate, if applicable)
NYes ❑No ❑NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes MNo
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes NNo ❑NA
If yes, by whom?
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes [9No ❑NA
National Register listed or eligible property?
<Form continues on next page> R E-__ C E 1 V E D
DCM VVILMINGT! ON NG
1%
SIE-P 17 Z014
252-808-2808 :: 1-888-4RCOAST :.- www.nccoastalmanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes ❑No
(n) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (n) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
County water system
o Describe existing drinking water supply source
County sanitary services
p Describe existing storm water management or treatment systems
Stormwater Permit No SW8010828 Mod
= ; " >`�.s�' »:
5 "Acttvit�,esanallr»pactsy s_ °,°r"..4 =,s .. ,k..,°
a Will the protect be for commercial, public, or private uses ❑Commercial ❑Public/Government
®Private /Community
b Give a brief description of purpose, use, and daily operations of the protect when complete
The purpose of the proposed protect is to provide water access and low impact recreation opportunities to residents of
Devaun Park
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
Standard marine construction methods and equipment will be used for the construction of the dock system A hydraulic
dredge will be used for excavation purposes Land -based equipment will be stored on the upland portions of the property
d List all development activities you propose
Construction of an open -water marina Excavation of 20,128 cu yds of sediment from the Calabash River Construction of a
golf cart path, 8 golf cart parking spaces and 33 vehicular parking spaces to be located outside of the 30' buffer
e Are the proposed activities maintenance of an existing protect, new work, or bot0 both
f What is the approximate total disturbed land area resulting from the proposed project? 2 77 -ac below MHW, 0 77 -ac upland
❑Sq Ft or ®Acres
g Will the proposed protect encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
No new discharges are proposed with this application
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
I Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
ED
<Form continues on back> DCV WILMINGTON, NC
S E P 1 7 2014
252 - 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
XA
sm
ion
I to
let
app
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
ry
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ReNiff
Name First Troy SPE, LLC (to the north) Phone No NA
Address 201 Market St Wilmington, NC 28401
Sake,
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
CAMA Major Permit No 09-04
Stormwater Permit No SW8 010828 Mod
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
fA
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
| certify that |am authorized 10 grant, and dom fact grant permission 0u representatives of state and federal review agencies Vu
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project
| further certify that the information provided m this application m truthful to the best of my knowldge
Date Print Name J Stasavich, LMG Inc, agent
Signature
Please indicate application attachments pertaining 10 your proposed project
ZDCK8MP'2 Excavation and Fill Information []DCK8MP-5 Bridges and Culverts
ZDCM MP-3 Upland Development
ZDCM MP'4S\mc1ureo |nhonnadmn
2e2'808-2808 :: 1'888'4RoOAST ': vvn"w.nocpastm/mavmserment.met
RE~`EIVED
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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.
'�. °-EXC.4!li4TOl3WE `' _ _`_� >ti'a" _4 ❑Thissecbon not�apptrcable `''�
a. Amount of material to be excavated from below NHW or NWL in b" Type of material to be excavated.
cubic yards soft sediment, fine grain size
28,790 cu yds
c (i) Does the area to be excavated include coastal wetlands/marsh d High- ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), NA
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
`DISPOyAL 7F EXCAATEDrMATER4 s 400
_ w;
Locationof ex'
disposal area b Dimensions of disposal area
on -site spoil area irregular, approx 200' x 385' (74,975 sq ft)
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No RNA []Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner. (u) 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
❑WL ®None
(ii) Describe the purpose of disposal in these areas
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
252 - 808 -2808 :: 1- 888.4RCOAST :: www.necoastaimanaqement.net
DCM WUMINGTO N, N
0GT 2 7 2014
revised: 12/26106
- Access
Other
Channel
Rock
(excluding
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Breakwater
shoreline
NWL )
stabilization
Length
+!- 400'
NIA
580'
N/A
NIA
N/A
N/A
Width
60' to 160'
N/A
110' to 230'
N/A
N/A
NIA
N/A
Avg. Existing
1' to -5'
N/A
1' to -5'
N/A
_ 1
DIVA
4u',
N/A
Depth
a
} 'r
Final Project
N/A
-6'
N/A
,; NA ` _ _
r " LL
NA <,r ;
N/A
Depth
'�. °-EXC.4!li4TOl3WE `' _ _`_� >ti'a" _4 ❑Thissecbon not�apptrcable `''�
a. Amount of material to be excavated from below NHW or NWL in b" Type of material to be excavated.
cubic yards soft sediment, fine grain size
28,790 cu yds
c (i) Does the area to be excavated include coastal wetlands/marsh d High- ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), NA
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
`DISPOyAL 7F EXCAATEDrMATER4 s 400
_ w;
Locationof ex'
disposal area b Dimensions of disposal area
on -site spoil area irregular, approx 200' x 385' (74,975 sq ft)
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No RNA []Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner. (u) 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
❑WL ®None
(ii) Describe the purpose of disposal in these areas
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
252 - 808 -2808 :: 1- 888.4RCOAST :: www.necoastaimanaqement.net
DCM WUMINGTO N, N
0GT 2 7 2014
revised: 12/26106

ForM DCM MP-2 (Excavation and Fill, Page 2 of 2)
3.",SHORELINE,S,T-ABILIZATION'',---, not applicable-
Z This section
Wo 7,
Str&c
f (�ie�,Zn(is� ad 6semP:4z_
i. TVDe of shoreline stabilization b, Length
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other - Width -
c. Average distance waterward of NHW or NWL d, Maximum distance waterward of NHW or NWL
e Type of stabilization material f_ (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No 0 NA
(it) If yes, state amount of erosion and source of erosion amount
information
Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater/Sill - Other--
i. Source of fill material
h Type of fill material.
a
tib
q
xcli�a� Stabiliz
L (i) Will fill material be br6ught-to the site? ❑Yes QN6 [:INA b (i) Will fill material be placed in coastal wetlands/marsh- (CW),
If yes,
(it) Amount of material to be placed in the water
(m) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation kz>hv), sneti Donom kob), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV _ ❑SB
❑WL ❑None
(it) Describe the purpose of the fill in these areas
How will excavated or
;'I material terml be kepi on site and erosion
controlled? backhoe, or hydraulic dredge)?
Earthen bermed dike on-site hydraulic dredge
G (i) Will navigational aids be required as a result of the project, d (i) Will wetlands be crossed in transporting equipment to project
❑yes ONo ❑NA site? ❑Yes NNo ❑NA
(ii) If yes, explain what type and how they will be implemented (it) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
n e,1
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Ap'plidant,
Date--
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RECEIVED
QCM W11 MINGTON. Nip
252-808-2808::1-888-4RC0AST_:: www.riccoastalmanagement.
not revised: 12126106
0 -C T 2 7 2014

Form DCM MP-3
fi DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
GE rUPr AW DEVELOPMEINY,�� °
a Type and number of buildings, facilities, units or structures
proposed
Golf cart path and golf cart parking in the AEC Paths,
concrete areas and vehicular parking outside the AEC
c Density (give the number of residential units and the units per
acre)
NA (Subdivision Common Area - Riverside Park)
e
9
If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land - disturbing
activity begins
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources9
❑Yes ®No ❑NA
(u) If yes, list the date submitted
Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and /or built -upon surfaces, such as
pavement, budding, rooftops, or to be used for vehicular driveways
or parking
1048 sq ft. impervious cover in AEC = 0.8%
Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
1048 sq ft impervious on Riverside Park parcel = < 1%
Note Vehicle parking is located within the River Terrace
ROW
Describe proposed method of sewage disposal,
NA
b Number of lots or parcels
NA (Subdivision Common Area - Riverside Park)
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
0 77 -ac, parking and golf cart path
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Concrete, asphalt
h Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted _SW8010828MOD,
permitted 3/10/09
k Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation
1. Describe location and type of proposed discharges to waters of the m
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges)
No new discharges
Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
RECEIVED
OW OJILMINGTON, NC
?914
252-808-28082:: 9- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 92/26106

I
Form DCM MP-3 (Upland Development, Page 2 of 2)
rn Describe proposed drinking water supply source (e g , well, n, (i) Will water be impounded? ❑Yes ONO ❑NA
community, public system, etc) (u) If yes, how many acres?
County water services
o When was the lot(s) platted and recorded? p If proposed development is a subdivision, will additional utilities be
Deed references map book 64 page 43- 2/2010 installed for this upland development?
❑Yes ONO ❑NA
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252-808.2808::1-888-4RCOAST:. wy4w.riccoastalmananement.net
Fj=CFIVED
DCM WILMINGTON, NO
OCT 272014
revised: 12126106

Form ®CM MP -4
IMM V% 91 M 0111121111k MUM
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Mayor 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
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a (Q Is the docking facility /marina b (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private /Community ❑Yes ®No
c (i) Dock(s) and /or pier(s)
d (Q Are Finger Piers included? ®Yes ❑No
(it) Number see MP -4 supplement
If yes
(in) Length see MP -4 supplement
(u) Number 23
(iv) Width see MP -4 supplement
(iii) Length see MP -4 supplement
(v) Floating ®Yes ❑No
(iv) Width see MP -4 supplement
(v) Floating ®Yes ❑No
e (i) Are Platforms included? ®Yes ❑No
f (Q Are Boatlifts included? ❑Yes ®No
If yes
If yes
(it) Number 1 existing gazebo
(n) Number
(w) Length 12 5'
(in) Length
(iv) Width 12 5'
(iv) Width
(v) Floating ❑Yes ®No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
42
❑ Full service, including travel lift and /or rail, repair or
(u) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
10 -all to be removed
® Dockage ( "wet slips ") only, number of slips 42
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
i Check the proposed type of siting
❑ Land cut and access channel
®Open water, dredging for basin and /or channel
[]Open water, no dredging required
❑Other, please describe
k Typical boat length 25' to 34'
m (i) Will the facility have tie pilings?
®Yes ❑No
(u) if yes number of tie pilings?
42
Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
mixed types
I (i) Will the facility be open to the general public?
❑Yes ®No
RECEIVED
D01M, V'JI! MINGTON, NC
P 1 a 2014
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimana6ement -net revised: 12127/06

Form DCM MP -4 (Structures, Page 2 of 4)
* o%ot ppltcable 2:DO CLTY G F CKIV4 1 V n
InN
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location
❑ Showers
® Boatholding tank pumpout, Give type and location permanent marina pumpout located on Dock 1, to tie into County services
b Describe treatment type and disposal location for all sanitary wastewater
County sanitary services
c Describe the disposal of solid waste, fish offal and trash
NA
d How will overboard discharge of sewage from boats be controlled?
No overboard discharge policy and signage
e (Q Give the location and number of "No Sewage Discharge" signs proposed
1, located adjacent to marina pumpout (Dock 1)
(u) Give the location and number of " Pumpout Available" signs proposed
1, located on Dock 1
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
vessel maintenance not allowed
g Where will residue from vessel maintenance be disposed of?
vessel maintenance not allowed
h Give the number of channel markers and "No Wake" signs proposed 0
1 Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
NA
What will be the marina policy on overnight and live- aboard dockage?
no overnight or live- aboard dockage allowed
k Describe design measures that promote boat basin flushing?
NA, open water basin
I If this project is an expansion of an existing marina, what types of services are currently provided?
10 wet slips existing, no additional services provided
m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
RECEIVED
DGM WILMINGTON, NC
S E P 1 7 2014
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ENo
0 Is the marina/docking facility proposed within or adjacent to 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
ZCW 0 sf impacted (minimum 10' setback) ❑SAV ZSB 0 s impacted (minimum 10' setback)
OWL — ❑None
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
NA
4
This�sepho",- 0 ca
x
,X-1BOATHOUSE,
(inclyding'&d d, Fft'; )t&,g Mk o applica
41
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dripline dimensions
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a (i) Number
(ii) Length
(iii) Width
AM "All
g< laffip M200'
,5-7BRE edtionino
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a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
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a Is the structure(s)
E EIV ED
b Number
❑Commercial ❑Public/Government ❑Private/Community
c Distance to be placed beyond shoreline _
Note This should be measured from marsh edge, if present
e Arc of the swing
d Description of buoy (color, inscription, size, anchor, etc )
S " F P 1 7 2014
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06
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DCM WIMINGTON, NC
S " F P 1 7 2014
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form ®CM MP -4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
18' to eastern riparian corridor limit, > 1,150' to western
riparian corridor limit
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
varies in oxbow, see Figure 4 of 9
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
Town of Calabash waterfront docks located >500' across
Calabash River
d Water depth at waterward end of structure at NLW or NWL
-1' to -2' MLW existing, -6' MLW upon protect completion
,8O,THER_ ,k; 3 a`®This- - »s: e ctroyn" n"o.a t'
- °a ,
_ PPircab/e
a Give complete description
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net
PRE CEA {I` ED
°)'-'M WILMINGTON, N(
S E P 17 2014
revised: 12/27/06

Riverside Park Marina
MP-4 Supplement
1 Docking Facility /Marina Characteristics
c Dock(s) and /or Pier(s)
Existing Fixed Access Pier 112'x 6' to remain
Existing gazebo 12 5'x 12 5' to remain
All other existing docks to be removed
Proposed docks and fingers as listed in tables below
Structure
Length (ft)
Width (ft)
Dock 1
1866
60
Dock 2
563
185
Dock 3
1284
60
Dock 4
430
120
Dock 5
430
120
Dock 6
1179
60
See Figure X of Y for Labeling
d Are Finqer Piers Included?
Quantity
Length (ft)
Width (ft)
13
30
325
7
25
425
3
34
425
floating
floating
floating
floating
floating
floating
floating
floating
floating
RECE QED
DM0,11LMINGTON, NC
SEP 17 2014

*Boundaries are approximate and are
not meant to be absolute
Map Source North Carolina Atlas & Gazetteer Pg 2003
LG
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www LMGroup net
Phone [phone] •1 866 LMG 1078
Fax [phone]
P O Box 2522, Wilmington, NC 28402
RE=CEIVED
DCM WILMINGTON, NC
S E P 1 7 2014
SCALE 1" = 1 Mlle
Riverside Park Marina
CAMA Mayor Permit Application
Horry County State Bank
Brunswick County, NC
Sheet 1
Vicinity Map
6/2/2014 Sheet 1 of 9

*Boundaries are approximate and are
not meant to be absolute Parcel limits from
Brunswick County GIS
RELIED
DCM W11- MINCTON, NC
S E P 11 7 2014 '
SCALE 1" = 2000'
LMG Riverside Park Marina
LAND 44162AGEM.+aT CROUP ar CAMA Mayor Permit Application Sheet 2
�R`yt`T1Yfldi5$#1 fQr WQ:fsit! "4E%IS
www LMGroup net Horry County State Bank Location Map
Phone [phone] •1 866 LMG 1078 Brunswick County, NC
Fax [phone]
P 0 Box 2522, Wilmington, NC 28402 6/2/2014 Sheet 2 of 9

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