20171430 Ver 1_CAMA Application_20171106

Coastal Management
ENVIRONMENTAL QUALITY
November 3, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
2 0 17 1 4 3 0
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
oC�C�C�DdC�
D
Nov 0 6 2017
DMWAUSCR RESOURCES
401 & BUFFER PERMITTING
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA Application Review
Applicant: Pea Landing, LLC
Project Location: 9931 Nance St., adjacent to the Calabash River, in Calabash,
Brunswick County
Proposed Project: To make improvements to an existing restaurant and expand an existing
commercial docking facility into a commercial marina with 14 wet slips
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by November 25, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
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.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

2.
3
4.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Pea Landing, LLC c/o Land Management Group
LOCATION OF PROJECT SITE: 9931 Nance St., adjacent to the Calabash River, in Calabash, Brunswick
County.
Photo Index - 2006: 3-6145, K -L, 10-11
Latitude: 34°.2166415"N Longitude: 77°.814877"W
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10/04/2016
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 10/13/2017,10/23/2017 (completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Calabash
Land Classification From LUP - Commercial
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Municipal Sewer
Planned - N/A
(F) Type of Structures: Existing — Parking lot, restaurant building, non -conforming structures and
commercial docking facility.
Planned —Expand docking facility and make improvements to the existing restaurant
and non -conforming structures.
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7. HABITAT DESCRIPTION: [AREA]
nR F.T npn Fn .T .En OTHER
(A) Vegetated Wetlands (Coastal)
592 sq. ft.
(Shaded)
(B) Open water
2294 sq. ft.
(incorporated)
(C) Other (Highground)
1570 sq. ft.
(incorporated)
(D) Total Area Disturbed: 4,456 sq. ft. (0.10 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA; HQW Open: No
PROJECT SUMMARY: The applicant is proposing to make improvements to an existing restaurant and expand
an existing commercial docking facility into a commercial marina with 14 wet slips.

Pea Landing, LLC
Page 3
PROPOSED PROJECT:
The applicant is proposing to make improvements to an existing restaurant and expand an existing commercial
docking facility into a commercial marina with 14 wet slips.
According to the application, the impervious surface area within the 75'AEC is proposed to reduce by approximately
635 sq. ft. associated with the removal of the existing concrete dumpster pad which is proposed to be relocated over
existing asphalt landward of the 30' buffer and removal of existing concrete and asphalt areas bordering the restaurant
to be converted to landscape buffer (See Sheet No. 3 of 6). The proposed upland improvements to the existing
restaurant include new work within the 30' of NHW for which the applicant is proposing to apply rules under 15A
NCAC 07H.0209 (g) for Urban Waterfronts. Structures proposed within 30' of NHW include approximately 1,570 sq.
ft. of wooden decking split into two sections, the western section measuring approximately 1015 sq. ft. and the eastern
measuring approximately 555 sq. ft. There is 96 sq. ft. of proposed impervious surface for the oyster pit proposed to
be located in the center of the eastern proposed section of decking (See Sheet No. 3 of 6). The applicant is also
proposing to relocate and bury two propane tanks within 30' of NHW. A CAMA Minor Permit application (# 17-01)
has been submitted to the Town of Calabash proposing to enclose a portion of the existing concrete patio landward of
the 30' buffer.
The applicant is proposing to construct new wooden decking approximately 2'above the entire existing 1,935 sq. ft.
platform area which will include raising the existing enclosed building and covered platform. The proposed
construction methodology, according to Cross Section A (Sheet No. 5 of 6) comprises leaving the existing platform and
pilings intact as structural supports for the proposed raised decking. Based on conversations with the applicant's agent,
the structural integrity of the existing pilings and platform area has not been fully assessed by a marine contractor and it
is not known if new piling installation will be required. The applicant has stated that the proposed use of the enclosed
building would be for retail space as a ticketing booth for the commercial docking facility. The applicant is also
proposing to construct new decking in a similar fashion T above the existing 6' in width by 70' in length concrete dock
which runs parallel to the shoreline. The new decking will measure approximately 7' in width by 40' in length to meet
the 7' in width by 30' in length section recently decked under the aforementioned Certificate of Exemption.
An additional 102' of shoreline parallel fixed dock is proposed to extend off the eastern end of the existing dock and
will also measure approximately 7' in width. The applicant is proposing an additional dock extension measuring
approximately 9' in width by 14' in length. This proposed dock extension will come within a half inch of the existing
dock of the adjacent property to the west, which is currently encroaching approximately 5' into the applicant's riparian
corridor (See Sheet No. 3 of 6). A new access pier is proposed to extend off the northeastern side of the applicant's
bulkhead, originating approximately 40'west of the property line. The pier would measure approximately 6' in width
by 99' in length and would extend perpendicular to the shoreline, terminating approximately 30' from the eastern end
of the proposed fixed dock. A proposed 10' by 10' fish cleaning station would be located on the west side of the
intersection of the proposed new pier and shoreline parallel fixed dock. Approximately 40 sq. ft. of the proposed 100
sq. ft. fish cleaning station would be located over coastal wetlands (See Sheet No. 3 of 6).
The proposal also includes a new configuration of floating docks to include a main floating spine measuring
approximately 5' in width by 224' in length aligned parallel to the shoreline and located on the waterward side of the
existing and proposed fixed docks. Five (5) floating finger piers are proposed to extend waterward off the floating
spine, each measuring approximately 4' in width but varying in length. The easternmost proposed floating finger pier
would measure approximately 14' in length. The additional four (4) proposed floating finger piers to the west will
measure approximately 13' in length, 12' in length, 10' in length, and 9' in length in order to meet the U.S. Army
Corps of Engineers Federal Channel Setback (See Sheet No. 3 of 6). This floating dock configuration will allow the
facility to accommodate up to 14 slips (See Sheet No. 4 of 6). According to the application, water depths in the vicinity
of the proposed slips range from approximately -3.5' to -7.0' at Normal Low Water (NLW).

Pea Landing, LLC
Page 2
9. PROJECT DESCRIPTION:
The proposed project is located at within the Town of Calabash's Historic Waterfront area adjacent to the Calabash
River. To find the property from U.S. S Shallotte, turn left onto Seaside Rd SW/NC 904 and travel approximately
2.22 miles. Turn right onto Old Georgetown Rd. SW/NC-179 and continue for approximately 4.5 miles. Tum left onto
River Rd. and travel approximately 0.3 miles. Continue straight onto Nance St. for approximately two hundred feet to
the property's parking lot which is located on the left side of the street.
Existing upland development on the property includes a parking lot, which appears to be located landward of the 75'
Estuarine Shoreline Area of Environmental Concern (AEC) and restaurant which is located partially within the 75'
AEC. According to the project narrative, there is approximately 6,158 sq. ft. of existing impervious surface area within
the 75'AEC. The existing impervious surface covers approximately 35% of the estimated 17,200 sq. ft. of lot area
within the 75' AEC. The restaurant building and concrete patio area appear to be located outside the CAMA 30' buffer,
however a small portion of existing concrete walkway appears to be encroaching into the 30' buffer (See Sheet No.1 of
6). There is also an existing concrete dumpster pad measuring approximately 144 sq. ft. and ice house measuring
approximately 100 sq. ft. located within the 30' buffer. The site maintains an elevation measuring approximately 12'
above Normal High Water (NHW). Upland vegetation consists of sparse Live Oak (Quercus virginiana) and Wax
Myrtle (Morella cerifera) as well as maintained lawn grass and ornamental landscaping. Approximately 210' of
shoreline frontage is stabilized by an existing timber bulkhead, with approximately 42' stabilized by existing concreted
bank adjacent to the existing concrete ramp, and approximately 11.'. of shoreline on the westernmost portion of the
property stabilized by natural vegetation. Low marsh coastal wetlands are present waterward of the bulkhead and
concrete bank with vegetation consisting primarily of Smooth Cordgrass (Spartina alterniflora). The coastal wetlands
range in width from 50' to 80' waterward of the bulkhead.
Adjacent to the existing concreted shoreline, the existing water dependent access way is by use of two (2) existing
ramps, one measuring approximately 12' in width by approximately 20' in length and constructed of concrete, and one
measuring approximately 4' in width by 18' in length with traditional wood construction. The two ramps are located
approximately 15' apart over coastal wetlands and lead down to a non -conforming fixed platform area made up of
several components. One component is an existing L -shape roof covered area located over shaded coastal wetland
substrate (See Sheet No. 1 of 6). The roof covered area measures approximately 1,335 sq. ft. in total, of which
approximately 955 sq. ft. is an unenclosed, covered fixed platform, and approximately 380 sq. ft. is an enclosed
building historically used for retail space. There is an additional approximately 600 sq. ft. of uncovered fixed platform
area bordering the roof covered area to the south and west. This is also located over what appears to be shaded coastal
wetland substrate. The platform area continues eastward to an existing concrete, fixed dock measuring approximately 6'
in width by 70' in length which runs parallel to the shoreline and is located over open water. A Certificate of
Exemption was issued by DCM on 09/06/2017 for repairs to a 30' section of this existing dock. It is noted that the
applicant expanded the width of the 30' section during repairs by one foot in width, to 7' overall, which was not
authorized under the Certificated of Exemption. According to the application, this configuration allows for four (4)
slips (See Sheet No. 1 of 6), however it has historically accommodated only one (1) large vessel measuring
approximately 25' in width by 100' in length. A ramp measuring approximately 4' in width by 15' in length leads
down to a shoreline parallel floating dock measuring approximately 7' in width by 60' in length with a floating finger
pier measuring approximately 4' in width by 20' in length which runs perpendicular to the shoreline. The application
shows the floating dock configuration allowing for four (4) slips (See Sheet No. 1 of 6), however it has historically
accommodated only two (2) vessels, one measuring approximately 15' in width by 60' in length and the other
measuring approximately 8' in width by 24' in length. According to NCDOT aerial imagery, the docking facility and
non -conforming platform/ building located over coastal wetlands have been existing prior to 1989. A search of Division
of Coastal Management files did not reveal any prior permitting history for this property.
The Town of Calabash Land Use Plan classifies the adjacent high ground area of project site as Commercial. There are
no known archaeological sites located in the project vicinity. The waters of the adjacent Calabash River are classified
SA; HQW by the Division of Water Resources. They are NOT designated as a Primary Nursery Area (PNA) by the
N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish.

Pea Landing, LLC
Page 4
10. ANTICIPATED IMPACTS:
According to the application, the proposed upland development would decrease the total impervious surface area
located within the 75' AEC by approximately 635 sq. ft. The proposed 1,570 sq. ft. over open decking and 96 sq. ft. of
proposed impervious surface for the oyster pit would be located within 30' of NHW. Increases in highground
disturbance and erosion should be expected during construction. The proposed fixed dock extensions and floating dock
configuration would incorporate approximately 2294 sq. ft. of additional footprint within Estuarine Waters and Public
Trust Area. The proposed new access pier and fish cleaning station would shade approximately 592 sq. ft. of Coastal
Wetlands. The facility as proposed would not exceed the U.S. Army Corps of Engineers Federal Channel Setback and
would extend no more than 35' into a waterbody which measures approximately 250' across, which would comply with
the 1/a width distance. A waiver was obtained for the proposed 10' encroachment into the 15' Adjacent Riparian
Setback Requirement to northeast. The adjacent property owner to the southwest waived the 15' Adjacent Riparian
Setback Requirement for the proposed 15' encroachment. The proposed marina would accommodate up to 14 vessels in
waters measuring approximately -3.5' to -7.0' NLW which are closed to the harvest of shellfish. Minor increases in
turbidity should be expected during construction.
Submitted by: Sean C. Farrell Date: November 2, 2017 Office: Wilmington

4. DCM MP -1 Section 6.0 Additional Information
4.1 Section 6. a. Project Narrative
4.1.1 Introduction and Project Location
The applicant, Pea Landing, LLC, purchased the existing Coleman's Calabash Restaurant in May of 2017 with the
intent to improve the existing restaurant, grounds and docking facilities. The property is located along at 9931
Nance Street in the central business district of the Town of Calabash (See Appendix A).
4.1.2 Existing Conditions
The property currently functions as a restaurant (Coleman's Calabash Restaurant) with commercial and charter
fishing businesses. The original restaurant building was damage by fire sometime in 2013/2014. The prior
owners rebuilt the restaurant, only smaller on the existing concrete foundation (See Appendix A, Sheet 1). There
is an existing fixed pier with an enclosed building and roofed structure along with side -to dockage and a floating
dock (Appendix A, Sheet 1).
A CAMA Minor permit application was submitted to the Town of Calabash on 10/23/17 to authorize.the addition
of a roofed area to expand the restaurant within the existing concrete foundation. A CAMA Minor permit was
requested for this development so that work could begin in time for the restaurant to reopen prior to the 2018
spring tourist season.
4.1.3 Proposed Action
Upland work includes removal of the existing dumpster and concrete pad within the 30' buffer and relocating
the dumpster to existing impervious surface. Removal of existing impervious surfaces for landscaping adjacent
to the restaurant. Relocating and -burying the existing propane tanks, reconfiguring some of the walkways,
addition of wooden decking adjacent to the restaurant and installation of an oyster pit. Within the 75' AEC,
existing roof area and impervious surface totals 6,158 s.f. Proposed impervious surface within the 75' AEC totals
5,523 s.f., including approximately 96 feet within the 30' buffer for the proposed oyster pit. There is also
approximately 1,570 s.f. of wooden decking within the 30' buffer requiring the Urban Waterfront Rules to
authorize the project as proposed. See Appendix A, Sheets 1-3 for details.
Waterward work consists of improving the existing enclosed building and roofed structure on the fixed pier,
including raising the structures approximately 2 feet to sit on top of the fixed wooden pier that will be
constructed on top of the existing concrete fixed pier. Construction of a new wooden pier over the existing
concrete pier that runs under the existing buildings and along the shoreline. Extending the fixed pier
approximately 14 feet to the west and within % inch of the adjacent fixed pier. Removal of the existing floating
dock and extending the fixed pier eastward to within approximately 6 feet of the riparian corridor. Setback
waivers are included in Appendix B. Approximately 230 feet of floating dock and 5 fingers piers will be added
for side -to tie-up and slip dockage. An approximately 99 -foot long fixed pier will be added to the eastern portion
of the property for access. See Appendix A, Sheet 3 for details.
Application for Major Development Permit — October 2018
Pea Landing JCII p11_MiNGTQN, Nu
Brunswick County, North Carolina 11
OCT ,? 3 2017

1. Form DCM-MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Pea Landing, LLC
Pea Landing
Applicant 1: First Name
Ml
Last Name
Dean
Agent/ Contractor 1: First Name
Spatholt
Applicant 2: First Name
MI
Last Name
NA
Agent/ Contractor 2: First Name
MI
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
9973 Beach Drive
PO Box
Calabash
INC
ZIP
Country
Phone No.
FAX No
28467
USA
910-579-2611
NA
Street Address (if different from above)
City
State
ZIP
NA
ext. NA
NA ext NA
{ FAX No
Email
j [e-mail]
2. Agent/contractor information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Greg
Finch
Agent/ Contractor 2: First Name
MI
Last Name
Steve
Morrison
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28403
910-452-0001
ext. NA
NA ext NA
{ FAX No
Contractor #
NA
NA
Street Address (if different from above)
City
State
ZIP
NA
Email
gfinch@lmgroup net; [e-mail]
Application for Major Development Permit — October 2018
Pea Landing --
Brunswick County, North Carolina

3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
9931 Nance Street
NA
i Subdivision Name
City
State
Zip
NA
Calabash
NC
28467
# Phone No.
Lot No (s) (d many, attach adchWonal page with list)
910-579-9300 ext NA
NA
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
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.
®Natural ❑Manmade ❑Unknown
Calabash River
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.
Calabash
14. Site Description
a. Total length of shoreline on the tract (ft.) b Size of entire tract (sq.ft.)
1 263 1.59 acres
c. Size of individual lots); d. Approximate elevation of tract above NHW (normal high water) or
NA ! NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 12 SNHW or ❑NWL
e. Vegetation on trail
Landscaped shrubs and lawn grasses. Typical coastal wetland vegetation mostly consisting of spartina altema flora,
f. Man-made features and uses now on tract
Paved and gravel access road and parking, paved parking. Restaurant and charter fishing uses,
1 g. Identify and describe the existing land uses acliacent, to the proposed project site.
j Commercial restaurants and charter fishing uses.
I
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
CB
(Attach zoning compliance certificate, if applicable)
SYes [:]No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? SYes ❑No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes SNo [INA
j If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a National ❑Yes SNo ❑NA
Register listed or eligible property?
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina
7') 2Ilir

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.
Municipal
o. Describe existing drinking water supply source.
J Municipal
3
p: Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PublictGovernment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The applicant proposes to redevelop and improve the existing restaurant, surrounding landscaping, decking and the pier and
docking facilities.
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.
Typical pier construction methods and equipment will be used. Equipment will be stored on site.
d. List all development activities you propose.
Construction of restaurant seating deck, oyster pit and reconfiguration of walkways and landscaping that reduce impervious
coverage. Improvement and extension of existing fixed piers and addition of a floating dock with side -to dockage and finger
piers. Improvements to existing enclosed building and roofed structure on the fixed pier, including raising 2' above existing
fixed pier.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f What is the approximate total disturbed land area resulting from the proposed project? Redevelopment -0 ®Sq.Ft or❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No []NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No new discharges.
i. Will wastewater or stormwater be discharged into a wetland? -No new discharges ❑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.
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina
2017

6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application, Please consult the application instruction
booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
r 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 Nance Seafood, LLC Phone No. NA
i
Address 1381 Thomasboro Rd SW Calabash NC 28467
t
Name Captain Johns Seafood House, Inc, Phone No NA
Address 9887 Oak St SW Calabash NC 28467
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NA
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
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: 10/23/2017 Print Name: Gree Finch, Agent
Signature AA_ X M•.,r�c� GI��► Zrc
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina
4�

2. Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
I GENERAL UPLAND DEVELOPMENT
i
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. One
No new buildings, Restaurant decking, walkway and oyster
proposed. See Appendix A.
c. Density (give the number of residential units and the units per acre),
One commercial business
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes []No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Urban waterfront redevelopment, impervious surface
reduced. See Appendix A.
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops, or
to be used for vehicular driveways or parking
Urban waterfront redevelopment, impervious surface
reduced. See Appendix A.
j. Describe proposed method of sewage disposal.
Municipal
I. Describe location and type of proposed discharges to waters of the
state (e,g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff
Application for Major Development Permit - October 2018
Pea Landing
Brunswick County, North Carolina
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Less than one acre, no increase in impervious surface.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, asphalt, gravel
h Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ONO ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ONO ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ONO ®NA
If yes, attach appropriate documentation
L= a V E
_ ,.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal
o When was the lots) platted and recorded?
1937
10/23/2017
Date
Pea Landing
Project Name
Pea Landing LLC
Applicant Name
Applicant SiXiature
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes []No [INA

3. Form DCM MP -4
Structures
(Construction within Public Trust Areas)
1. DOCKING FACILITY/MAR/NA CHARACTERISTICS
a (i) Is the docking facility/marina;
%Commercial ❑Public/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 3
(iii) Length 228', Fixed : 99' Fixed . 224' Floatirto.
(iv) Width 7'; T; 5-
(v) Floating ®Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 3 (Rama take -off and landing: fish cleaning/
(iii). Length 5 1. 0. 10
(iv) Width 5. 5, 10
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripfine dimensions.
g. (i) Number of slips proposed
L
(ii) Number of slips existing
8
I. Check the proposed type of siting:
❑ Land cut and access channel
Copan water, dredging for basin and/or channel
®Open water, no dredging required
❑Other, please describe:
k. Typical boat length: 25'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina
❑This section not applicable
b_ (i) Will the facility be open to the general public?
®Yes []No Restaurant patrons during business hours
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number 5
(iii) Length 9: 10; 12:1114
(iv) Width 4
(v) Floating ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided_
❑ Full service, including travel lift and/or rail, repair or maintenance
service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout, charter
boats, sail boats, mixed types).
Mixed woes
t. (i) Will the facility be open to the general public?
®Yes []No Restaurant Patrons during business hours
n n 201

2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a, Check each of the following sanitary facilities that will be included in the proposed project
® Office Toilets
® Toilets for patrons; Number: 5; Location: Within restaurant
❑ Showers
® Boatholding tank pumpout; Give type and location: Portable pump out, located on fixed pier.
b_ Describe treatment type and disposal location for all sanitary wastewater
Municipal
G, Describe the disposal of solid waste, fish offal and trash,
Municipal
d How will overboard discharge of sewage from boats be controlled?
No overboard discharge signs. Portable pump out located at facility.
e (i) Give the location and number of "No Sewage Discharge" signs proposed.
One, located at the end of the first finger pier.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One, located at the end of the first finger pier.
U Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h, Give the number of channel markers and "No Wake' signs proposed,.
NA
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality
NA
j What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard dockage.
k, Describe design measures that promote boat basin flushing?
NA
I If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina

o. Is the marinaidocking facility proposed within or adjacent to coastal wetlandstmarsh (CW), submerged aquatic vegetation (SAV), shelf bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[]CW ❑SAV ❑SB
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease,
I BOATHOUSE (including covered lifts) ®This section not applicable
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.
14. GROIN (e.g., wood, sheefpi/e, etc. If a nock groin, use MP -2, Excavation and Fill.) ® This section not applicable
a. (f) Number
(h) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a_ Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
16. MOORING PILINGS and BUOYS ®This section not applicable J
a. Is the structure(s):
❑Commercial ❑Public/Government QPrivate/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e Arc of the swing
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina
b.. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
VE D

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Within 15' on each side
Note: For buoy or mooring piling, use arc of swing including length
of vessel
c, Width of water body
238'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
NA
b. Proximity of structure(s) to adjacent docking facilities,
Within 1/2' on western side, within 6.5' on eastern side.
d. Water depth at waterward end of structure at NLW or NWL
+/- 6-7' MLW
8. OTHER ®This section not applicable
a Give complete description:
10/23/2017
Date
Pea Landing
Proiect Name
Pea Landing, LLC
1PrInant Manx.
Agent, Land Management Group, Inc.
Applicant Signature
Application for Major Development Permit — October 2018
Pea Landing
Brunswick County, North Carolina

v
z
Estate of Vertdee S. Bennett /� z 17
I O H 179
C I�SI5
Beach Intenon Condo��° ' Site
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Captain Johns Seafood House, Inc
\ d-- R.-idd- \ 9887 Oak St SW
4 \ Calabash NC 28467
75' AEC
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1381 Thomasboro Rd SW Y
Calabash NC 28467
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Property Boundary — — • — — • — LMG Pea Landing sob—jb
UND MAN..C.1W%WCR01R— 1"�0' 02-17-218
30' Buffer — • • — • • — • • — Eml,onp°n,°, con,r,n°m. mss' Sae London Map
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13
Y
CERTIFICATION OF EXEMPTION }
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC Subchapter 7K SQ2Q3 1 b
Applicant Name u V ! Phone Number�L
Address
City r AY A State Zip
State Road, Water Body, etc.)
Type and Dimensions of Project
The proposed project to be located and constructed as described
above is hereby certified as exempt from the CAMA permit re-
quirement pursuant to 15 NCAC 7K .020�Tbis exemption to
CAMA permit requirements does not - - iate he necessity of
your obtaining any other State, Federal, or Local authorization.
SKETCH
12.
This certification of exemption from requiring a CAMA permit is
valid for 90 days from the date of issuance. Following expiration;`:
a re-examination of the project and project site may be necessary;;
to continue this certification.
Any person who proceeds with a development without the con-
sent of a CAMA official under the mistaken assumption that the
development is exempted, will be in violation of the CAMA if there
is a subsequent determination that a permit was required for the
development.
The applicant certifies by signing this exemption that (1) the ap-
plicant has read and will abide by the conditions of this exemp-
tion, and (2) a written statement has been obtained from adjacent
landowners certifying that they have no objections to the
proposed work.
(SCALE:'
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CA iial's sizt jjure,
Expiration date'
Attad%ment: 15 North Carolina Administrative Code 7K.0203

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1
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Calabash NC 28467
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.... ....
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L430' Buffer rMENT GROUP sa
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Lend
Property Boundary
30' Buffer
75' AEC
!
v'EC
OU 2 5 "Ail
NOTES:
1) EXISTING BUILDING FOOTPRINT TO REMAIN
2) 1485.66 sf. OF EXISTING IMPERVIOUS SURFACE TO BE REMOVED
3) 1572.13 sf. OF PROPOSED LANDSCAPING
4) 380.88 sf. OF IMPERVIOUS AREA TO BE REPLACED
5) BOUNDARY & AS -BUILT SURVEY BY NORRIS & WARD SURVEYING
6) LIMITED SITE MEASUREMENTS, OBSERVATIONS AND CONCEPT
LAYOUT BY COASTAL RIVER ENGINEERING, PLLC
FOR ENVIRONMENTAL PERMITTING ONLY
�LMG
1AND WANAGEMOn GROUP ax
FnvtronmrarutConxuhonrx
Post Office Box 2522
WilmuVIm, North Carolina 28402
TORV,hom 910,452 -OWI
R F t7—
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0CM, WILMINGTON, NCU
OCT 2 5 1011
----------------------
10/11/17
Pea Landtng
10123117
Scare:
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.... ................... 1"=1 w
02-17-216
Project Overview 13Y
.................. ............ .
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Existing Gongrete Shoreline Stabilizaton — — € vY
Z-
P Existing Ramp To Fixed Pier x 1
Existing Enclosed Building
Proposed Fixed Dock Extension
(To within '" of Existing Adjacent Dock)
Adjacent Fixed [
(Continues)
` WSTING
f-OESTAURANT
STRUCTURE
TO BE IMPROVED
rf
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Legend
Property Boundary — .•- --
30' Buffer
75' AEG-----------
fl15 30_fl
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To Be Bur' d
Proposed Fish Cleaning Sta
('10' x
. ,,.Outer Edge of Marsh..----\
,ataL ii.
Fixed Dock to Replace Existing Floating Dock
Proposed Fixed Wooden Dock,. -_
(2` Above Existing Concrete Do �71 --
Existing Roof Line-
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NOTES
REMAIN
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a> ,W BL's.` 0-- :MPFRV€OUs, AREA TO BE RE✓:.AGF,
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- _.
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-!�
Existing Covered Pier - - (Raised 2')
(Raised 2')
9#
FOR ENVIRONMENTAL PERMITTING ONLY
': EXtiS''tPiG Stitt.C71NG rOGT�R;Nr T.^. RE,44Riti
2; 148ti 84 s:" OF ZXMS NG ;M '4V:'..`r.:u S✓RFACE TO K REMOVED
3; t5Z2 "3x' OF?ROPOSEO"ti, $L:APING
4 i 380 88 S.. CF WPERMA Z AREA TO 9E RER,.AGEC
BCLNOA.RY 3 A$-3Ui;.7 S Tri« JcY SY NORMS & AARO Si1RVEYNG
8i _N r!} M F MFASci MENTS. OSSERVA . ]NS AND CONCEw,._
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7? WA --R OEP HS RRCV'DEO S� APPi CANT, 7AHE_N C'N 08.25 ;7 AT !8 4S
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M NOT AN ENGfNEERED OR $'„RVEY CRAWNG
- New Fixed Pier 2' Above Existing Pier.
Support Pilings Not Shawn (Per Contractor)
USAGE Channel Setback Line
i
__.. Railing
A+
�—
10
5' Wide
it Foating Dock
.. ._...... .._ __ -1
8,87' Finger Pier
_______________,
1------------------------------s,._--___....,_._.
I
Pilings per Contractor --%'` _______-
-_________
(Size, Spacing, Depth)
_1C`
0+60 0+170
0+75 4 4, '
L1i1VPea Larding
LAND MANACF.,4iENT GROUP
CCflV}rC,R�;C,%903 sfi r}SUij$}»!t ;`t
Post Office Eicx 2522 Crass Section A
Mmingt3n, NOrfh Carvina 284x',2
Tateonone 910 -452 -OWI,
1(':1t17 lilt$+'
._. .__._._.. : Jot N3 ,t
AS Noted £72 -t? -21C
�.._. ; Sheet�NumCer.
3SF ? 5 of 6

Existing Bulkhead
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Pilings per Contractor
(Size, Spacing, Depth)
0 _ _..... 2G
FOR ENVIRONMENTAL PERMITTING ONLY
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0 _ _..... 2G
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