20140152 Ver 1_CAMA Application_20140217

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NCDEENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
February 11, 2014
MEMORANDUM:
TO: Karen Higgins °
401 Oversight
DEMLR - Surface Water Protection
FROM: Jonathan Howell, NC DENR -DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA Major Permit Application Review
Applicant: Seaside Bay, LLC
Project Location: off Stone Chimney Rd., (SR 1115) at the end of Levies Landing Rd., SW,
adjacent to Lockwood Folly River, near Supply, in Brunswick County
Proposed Project: construction of a concrete walkway and two (2) fixed access piers with floating
docks and a fixed observation platform
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 March 7, 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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: 910 - 395 -3964 Internet: www.ncooastalmanaaement.net
An Equal Opportunity 1 Affirmative Action Employer
I
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FEB 1 7 2014
D NR -WA

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Seaside Bay, LLC
2. LOCATION OF PROJECT SITE: Site is located off Stone Chimney Road (SR 1115), at the end of
Levies Landing Road SW adjacent to the Lockwood Folly River, near the Town of Supply, in Brunswick
County.
Photo Index — 2006: 7 -6187, O- P(18 -19) 2000: 7 -65, N- O(18 -19) 1996: 7 -62, H- 1(12 -13)
State Plane Coordinates - X: 2222526 Y: 91077 GPS — N103010A (2007)
Lat:33 059'52.70886 °N Long: 7811557.37091"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/12/13
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received — 01/15/14, Complete on 01127/14
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Brunswick County
Land Classification From LUP — Rural, Conservation
(B) AEC(s) Involved: PT, EW, CW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- None
Planned- None
(F) Type of Structures: Existing- Gravel road, concrete boat ramp with stabilization walls and two (2)
fixed piers with floating docks.
Planned - two (2) fixed shore side access piers with floating docks and a fixed
observation platform and concrete walkways.
F
C
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION: [AREA]
DREDGED
FILLED OTHER
(A) Vegetated Wetlands ( §404)
(B) Non - Vegetated Wetlands (Open Water)
1,890 s . ft.
(shaded
1,260 sq. ft.
(incorporated)
(C) Other - Highground disturbance
320 sq. ft.
0.01 acres
(disturbed)
(D) Total Area Disturbed: 320 square feet ( >0.01 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The applicant proposes to construct a concrete walkway and two (2) fixed shore
side access piers with floating docks and a fixed observation platform.

Sea Side Bay, LLC
Page 2
9. PROJECT DESCRIPTION
The proposed project is located near Supply in Brunswick County off Stone Chimney Road (SR1115), adjacent
to the Lockwoods Folly River. To reach the project area, travel south on US Hwy 17 to the intersection with NC
Highway 211 near Supply, NC. Turn left onto NC Hwy 211 and travel approximately 0.3 miles to Stone
Chimney Road. Turn right onto Stone Chimney Road and travel approximately 1.3 miles, on the left will be a
sign "Doe Creek Subdivision", turn left into the subdivision and take the first right (there are no street signs
within the subdivision) and travel to the end of the street and then turn right. Travel to the end of this street and
turn left. Travel approximately 0.3 miles and the pavement ends in a cul -de -sac. Travel straight across the cul-
de -sac to a dirt road and travel approximately 0.2 miles and the dirt road terminates at the site at the
Lockwoods Folly River.
The subject property consists of a separate 0.64 acre peninsula shaped parcel that is a part of the Doe Creek
Subdivision which is accessed via an easement (Eden Lane Extension) through a portion of the Ruffins River
Landing Subdivision which is adjacent to Doe Creek. The subject parcel is bordered to the east and west by a
16.18 acre tract, predominately §404 wetlands, owned by Seaside Bay LLC, vacant land to the south and the
Lockwoods Folly River to the north. The total shoreline frontage for both parcels is approximately 1,500 lineal
feet. The highground portion of the 0.64 acre parcel has an elevation range from 0 to 5 feet above normal high
water (NHW).
Vegetation on the high ground portion of the 0.64 acre parcel consists of grasses, Loblolly Pine (Pinus taeda),
Turkey Oak (Quercus laevis), Eastern Red Cedar (Juniperus virginiana) and Saw palmetto (Serenoa repens).
The predominant coastal wetland species in the project area consists of Smooth Cordgrass (Spartina
altemiflora), Saw Grass (Cladium spp.) and Giant Cordgrass (Spartina cynoroides). The Corps of Engineers
has previously approved the wetland delineation (SAW- 2005 -1269) of the site.
CAMA Major Permit #99 -09 was issued to Doe Creek Plantation, LLC clo Tom Morgan on July 24, 2009 and
authorized the excavation and construction of a boat ramp, bulkhead, two (2) fixed piers and two (2) floating
docks. Construction of the facility was completed November 2013 and is currently in compliance with the
existing permit. This permit was due to expire on December 31, 2012. This permit is subject to extension by
the Session Law 2009 -406, and as amended by Session Law 2010 -177, the Permit Extension Act, therefore
the permit is now due to expire on June 9, 2015. However, due to the ownership change, completion of the
work authorized by the existing permit and the scope of the proposed new development, this application is
being processed as a new major permit for Seaside Bay, LLC, the new owners.
The Brunswick County Land Use Plans classifies the upland areas of this project as Rural, Conservation. The
waters of the Lockwoods Folly River in the vicinity of the project area are classified SC by the NC Division of
Water Quality. The Division of Marine Fisheries has designated this area as Primary Nursery Area and it is
closed to the harvesting of shellfish.
10. PROPOSED PROJECT
The applicant proposes to construct two (2) concrete walkways and two (2) fixed shore side access piers with
floating docks and a fixed observation platform. As proposed, the concrete walkways would connect the
existing wooden access piers adjacent to the existing boat ramp to the parking and driveway area. As
proposed, each concrete walkway would be approximately 4 feet in width and 40 feet in length and would be
constructed landward of the 30 foot Coastal Shoreline AEC.

Seaside Bay, LLC
Page 3
The applicant is proposing two (2) shore side access piers originating from the bulkhead, one on either side of
the existing boat ramp. The access pier to the south would measure approximately 6 feet in width and 70 feet
in length. The proposed access pier would be located approximately 3 feet landward of the NHW boundary
and would be located over a mix of 404 and coastal wetlands. As proposed the southern access pier would
connect via access ramp, measuring approximately 4 feet wide by 12 feet long, to two (2) floating docks each
measuring approximately 6 feet wide by 20 feet long. The proposed floating docks would parallel the shoreline
in a southeasterly direction. The proposed floating docks are labeled dock #1 and dock #2. Please note that
dock # 3 and dock #4 were authorized by CAMA Major Permit# 99 -09 (see sheet 1 of 2). The proposed
access pier to the north would measure approximately 6 feet in width by 225 length and would terminate at an
observation platform measuring approximately 16 feet in width by 20 feet in length. This pier is also proposed
3 feet landward of the NHW boundary and would be located over a mix of 404 and coastal wetlands. As
proposed, the observation platform would be uncovered and would have a wooden eight (8) canoe vertical
storage structure. A proposed floating platform measuring approximately 10 feet wide by 10 feet long would be
connected by an access ramp, measuring approximately 4 feet wide by 12 feet long, to the observation
platform. The proposed floating platform would be for swimming and canoe launch. The applicant states that
this platform will have no tie -ups for boats, by having no cleats, and the pilings would be located on the
landward side of the platform to prevent dockage. The proposed northern access pier would connect by an
access ramp, each measuring approximately 4 feet wide by 12 feet long, to six (6) floating docks measuring
approximately 6 feet in width by 20 feet in length, these floating docks are labeled dock #5 thru dock #10 (see
sheet 1 of 2). As proposed, the floating docks would be evenly spaced along the northern shore side access
pier and would parallel the shoreline in a northeasterly direction. The applicant states that the floating docks
would be removable and the support pilings would be located on the landward side of the floating docks. As
proposed, the floating docks would be located, on average, approximately 15 feet water ward of the Normal
High Water boundary (NHW) and would conform to the'/ width of water body limitation. The proposed
observation platform and floating platform would be located approximately 24 feet from the NHW boundary and
would also conform to the % width of water body limitation. The application states that the water depths at the
waterward edge of the floating docks would be approximately -5 feet to -10 feet @ NLW. As proposed the
floating docks would be used by the residents of the subdivision. The width of the Lockwoods Folly River is
approximately 98 feet to 100 feet wide at this location and is designated a Federal Channel from bank to bank
by the U.S. Army Corps of Engineers. As proposed, the access piers would be elevated a minimum of three
feet above the wetlands substrate. The proposed floating docks would provide mooring for ten (10) vessels.
11. ANTICIPATED IMPACTS
The proposed concrete walkways would result in approximately 320 square feet of impervious surface within
the Estuarine Shoreline AEC and would be located landward of the 30 foot Coastal Shoreline buffer. The
proposed access piers and observation platform would result in the shading of approximately 1,890 square feet
of 404 and coastal wetlands. The proposed floating docks would incorporate approximately 1,260 square feet
of Estuarine Waters and Public Trust Area. As proposed, the floating structures would not exceed % width of
the water body. The proposed structures would not encroach into the adjacent 15 foot riparian corridor
setback. The applicant may need to utilize logging mats across the marsh during construction and some
temporary impacts may be expected. Minor increases in turbidity can be expected during construction.
Submitted by: Holley Snider Date: February 10, 2014 Office: Wilmington

Seaside Bay, LLC
199o1 W. Catawba Avenue, Su. 203
Cornelius, North Carolina 28031
January 10, 2014
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: NARRATIVE FOR MAJOR DEVELOPMENT PERMIT APPLICATION — SEASIDE
BAY (AKA DOE CREEK)
Dear NC C.A.M.A.:
Seaside Bay (aka Doe Creek) currently has a permitted Boat Ramp (NCDENR # 99-
09). The project is complete as verified and inspected by C.A.M.A. We are
seeking a permit for our plans for ten (10) floating docks on the Lockwood Folly
River, of which two (2) are permitted and installed.
We would like to add to the current, approved boat ramp, and build 8 additional
docks, plus one canoe launch platform for our community's use. Seaside bay
contains 147 single family residences, many of which have riparian rights on the
Lockwood Folly River, Doe Creek, and Little Doe Creek. Most of the riparian
rights will not allow boat slips due to shallow depth, presence of fish habitat, and
lack of width of the water channel. Our plan will allow residents access to the
water in an area where depth and width are adequate for boating.
Attached are the fully completed application (both MP -1 & MP -4). Of the
proposed floating docks, two are already permitted and built (noted as
"Common" on the sketch). The total number, including the currently approved
platforms is ten and all are 6'x20' and anchored by pilings driven on the back
side of the floating docks. The docks are designed to be removable. We propose
erecting an elevated boardwalk (6' or less in width, with a minimum 3' over the
wetland substrate) to connect the floating platforms to the existing wooden
docks. We also propose a 16'x20' Observation Pier with no handrails, connected
to a floating 10'x10' canoe launch and swim platform. This launce platform will
have no tie -ups for boats (no cleats), and pilings will be behind the platform on
the shore side to prevent dockage. Additionally, the Homeowner's rules will
prevent boat tie ups to this platform for any amount of time. In addition to the
observation pier, we propose a wooden 8 -canoe vertical storage structure on t %CEIVED
far end of the observation pier. DCM WILMINGTON, NC
JAN 15 2014

ENVIRONMENTAL: These boardwalks will be over jurisdictional wetlands, and
we expect to have no impact on the wetlands (no fill) from this proposal. Water
depth in the Lockwood Folly River is adequate at low tide to support this project
at 8 feet (typical). The width of the river is over 100 feet, which is adequate for
this project. We propose no fuel, no electricity, no sewage pumpouts, and
mooring for no more than 10 boats.
We are interested in proceeding with construction as soon as approval is
granted, so if you need anything, let me know so I can assist you. Thank you for
your time, and I look forward to speaking with you soon.
Larry Bragg,
Project Manager
Seaside Bay, LLC
704 -990 -7400
larrvbraee @caplands.com
RECEIVED
DCM WILMINGTON, NC
,IAN 15 2014

neim6sea
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Appiicant% Landowner Information
Business Name
Seaside Bay, Lic
Project Name (H applicable)
Seaside Bay
Applicant 1 • First Name
Larry
MI
M
Last Name
Bragg
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
19901 W Catawba Avenue, Su 203
PO Box
City
Comelius
State
NC
ZIP
28031
Country
USA
Phone No
704 - 990 - 7400 ext.
FAX No.
704 - 892 - 6895
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. AgefWContractor Information
Business Name
No Agent
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No 1
-
- ext.
Phone No. 2
- - ext
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
RECEIVED
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JAN 15 2014
252 -BOB -2808 .. 1- 886- 4RCOAST :: www.nccoastalmanagern ant, net

`P -,rm DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
Off Stone Chimney Road, end of Levees Landing
NA
Subdivision Name
City
State
Zip
Seaside Bay (a.k.a Doe Creek Estates)
Supply
NC
28462-
Phone No.
Lot No (s) (►f many, attach addWonal page with list)
704 - 990 - 7400 ext.
,
a. In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Lumber River Basin
Lockwood Folly River
c. Is the water body Identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed protect site.
®Natural ❑Manmade ❑Unknown
A I.W W.
e. Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑ No
work falls within.
Brunswick County, North Carolina
4. Site Description
a Total length of shoreline on the tract (ft.)
b Size of entire tract (sq.ft )
>1330
>704,000 S.F (16 2) Acres)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0 -5' ®NHW or ❑NWL
e Vegetation on tract
Native grasses and shrubs; Cypress trees; wetlands.
f. Man -made features and uses now on tract
Gravel road, recently constructed boat ramp and associated floating docks.
g Identify and describe the existing land uses adjacent to the proposed project site
Residential and 404 Wetland tracts.
h. How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
CO-R -7500
(Attach zoning compliance certificate, if applicable)
®Yes []No []NA
I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
RECEIVED
<Form continues on next page> _ DCM WILMINGTON, NC
JAN 15 2014
252 - 808 -28 08 :. i- 888- 4RCOAST :: www.nccoastal management. not

�Lxm DOM 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 (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source
N/A
p. Describe existing storm water management or treatment systems.
Sheet Flow
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
Eight floating docks for resident's use for seasonal tie -ups for private boats Owned and maintained by the Seaside Bay
Homeowner's Association, these floating docks will allow access for residents to the Lockwood Folly River.
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 construction methods for elevated pier over wetlands using timber mats (typical) to limit impacts to the wetlands, or
other generally acceptable methods; Floating docks will be secured by pilings on the back side of the platforms, outside of
the Navigation Channel;
d. List all development activities you propose
Construction of elevated boardwalk to access floating docks; Also, one additional canoe launch platform (10'x10') per
attached plan This includes a concrete walkway on the upland side leading to the elevated boardwalks and paving of
existing roadway. No new disturbance to upland is planned or expected and temporary disturbance to welands during
construction is expected, and will be repaired upon completion of work.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f What is the approximate total disturbed land area resulting from the proposed project? 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.
None
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
1 Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
DCM WILMINGTON, NC
JAN 15 2014
252 -808 -2808 .. 1- 888- 4RCOAST :. www.nccoastal man agement.not

,CM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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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, dearly 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 commends on the proposed project to the Division of Coastal Management
Ng&i 4mish"a Shroff Lot =.. ' i 4 " ^,; " „
( 60a) ' v k' _ : - = = y,;t., C� Friona No.:?ai 42156 ;`'s ` ,4 .�.
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Address 'f0008 Thdm'pson Ridge Court Great'Falfs; VA, 22065
Name Ruffins River Landing Property Owner's Association, Inco/o Page Wilhoit, President Phone No. 336-324 -8026
Address 311 Poch Fork Creek Drive High Point, North Carolina 27265
Name „Phone No:
g. A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates.
NCDENR #99 -09; Doe Creek Plantation, Issued 6241209 USACE ID SAW - 200501269; Doe Creek Plantation; issued
7/6/2009
DWQ 09 -0331
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.0 G.S. 113A 1 -10), if necessary If the project involves e)pen dkure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 1/6/2014 Print Name Larry Bragg
Signature 6---
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts R EC�,=IVE®
❑DCM MP -3 Upland Development %GM VV! MON{ TON, NC
®DCM MP-4 Structures Information
JAS! 2 7 2014
252 - 808.2808 :: 1- 888.4RCOAST :: www.necoastaimanagement.net

• • I C
F'or'm DCM MPA
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /manna.
❑Commercial ❑Public/Govemment N Private/Comm unity
❑This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
c (i) Dock(s) and /or piers) d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 10 If yes:
(iii) Length 20, 70' East Bdwk.125' West Bdwk (ii) Number
(iv) Width 6 (iii) Length
(v) Floating ®Yes []No (iv) Width
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? ®Yes ❑No f (i) Are Boatlifts included? []Yes ®No
If yes- If yes:
(ii) Number 2 (ii) Number
(iii) Length 10,16 (iii) Length
(iv) Width 10,20 (iv) Width
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h Check all the types of seances to be provided.
8 ❑ Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing maintenance service
2 ❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips 10
❑ 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 18'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types).
Private motor boats. typically 18' in length, of mixed types.
I. (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808:: 1- 888- 4RCOABT :: wWw- friccoastalmanagement.cet
RECEIVED
DCM WILMINGTON, NC
JAN 15 2014
reviser]: 12/27/06

FOFM DC140 MP-4 (S'tructuras, Page 2 of 4)
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: 0, Location.
❑ Showers
❑ Boatholding tank pumpout, Give type and location, 0
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of " Pumpout Available" signs proposed
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake" signs proposed. 0
I. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
t What will be the manna policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I If this project is an expansion of an existing manna, what types of services are currently provided?
RECEIVED
DCM WILMINGTON, NC
m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes []No JAN 15 2014
252- 808 -2808 :: 1- 8138- 4RCOAST :: www.nccoastalmanagtgmgnt. net revised: 12127/06

Foirn 001141 6'UD -4 (S2ructures, Page 3 of 4)
n. Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
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
3. 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.
4. GROIN (e.g., wood, sheetpile, etc If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(u) Length
(iii) Width
5. 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
6. MOORING PILINGS and BUOYS ®This section not applicable
a is the structure(s).
❑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
7. GENERAL
b• Number
d Description of buoy (color, inscription, size, anchor, etc )
RECEIVED
DCM WILMINGTON, NC
JAN 15 2014
252-808-2808.: 1- 888- 4RCOAS'T :: vrxvv.ncconstaimanagement.net revised: 12/27106

A DCM MP -4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
1200' NW (Upstream); 600' SE (Downstream)
Note: For buoy ormoorfng piling, use arc ofsWngincluding length
of vessel.
c Width of water body
100'- Typical.
e. (i) Will navigational aids be required as a result of the project?
❑Yes ® No ❑ NA
(io If yes, explain what type and how they will be implemented.
b Proximity of structure(s) to adjacent docldng facilities.
800' Approxto Ruffin Landing Docking Facilites
(Downstream)
d. Water depth at waterward end of structure at NLW or NWL
8 8' deep at NLW
a. Give complete description'
As detailed in the attached drawing, Addition of eight (8) floating docks on the Lockwood Folly River, to service the Seaside
Bay development in Supply, North Carolina. New floating docks will be 20'x6' each, and accessed by an elevated 6' wide
boardwalk which is a minimum of 3' above the wetland substrate using ramps to enter on docks. Additionally, a fixed 16' by
20' observation platform, without sides or handrails will be used to access a 10' by 10' floating canoe launching platform. The
observation pier will be accessed by the same elevated boardwalk as the docking facilities. All materials will be pressure
treated wood (or typical wood materials) with rust - resistant fasteners/fixtures and plastic floats for docks.
14/62014 - . `n a , t4�
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-
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:Seaside
r'`^., .• —�,—, i ?._i -d�:'�4]�Lt3- `�F+•'1-��C'L3•�. +i� � S .�zray'�' ;,'�yr'�'fj;�� °pC`=
PrOje( Naare %,�
harry Bra99�� ahageY
>. � �t •' .�, 4' y'R. ,,'S;i r i t "���'.5r,,_4,, `,ir}4iti'J`i � 2+lAj �•.r'•.�% ,,.= ti, ,,
� iCar�t' m@ �- ,.,�_•x Y;�. , i'�<: '`4y. � ;+i' t tt 1f � �?i� \ `%
:R S °�- u4n- ;v�. -. __ - rat._,^_::. ^..$1,`•,.ti..:_.�. Sx.:.4t r�'C �il seu� ?k::t'r ti�..
I!' EECEI V9 E®
CCM WILMINGTON, NC
JAN 2 7 2014
2524308-28019,, 4- 8884RCOAST :: wrww.necoastalmansaement.net revised: 12/27/06

EDGE OF BOARDWALK
3 "�" FROM NHW "—"�-
75' AEC PROPOSED
4'X12'RAI
(TVP )
PRELIMINARY
NOT FOR
CONSTRUCTION
6'o'QOA
09�Aas off`
., s << � goo
1\4 SETBACK �Q f
�o
• - CALCULATED PLAT POINT
O 4�,
Line Bearing Distanceo��k
L7 N 34' 12' 41" E 32.11'
L8 N 66' 51' 26" W 21,41' COASTAL WETLAND LINE FROM
JOB # 40-07 -307 SHEET # 2 OF 7
L9 S 47' 53' 12" W 27,26 '
DRAWING DATED 6 \10 \08 BY
L10 S 41' 47' 07" W 25.91' LAND MANAGEMENT GROUP INC.
L 11 S 6' 07' 07' W 34.82 EXISTING
• DRAWING PREPARED BY: DOUGLAS A. GARBER 4' X 12' RAMP
NCPLS L -3823 30' B
406 TALLEY ROAD EXISTING 6.5' X 32 5'
HENDERSONVILLE, NC 828 - 885 -6076 FIXED ACCESS PIER �!
• THIS DRAWING IS NOT A SURVEY.
FOR ENVIRONMENTAL PERMITTING ONLY TOE OF RAMP /
� C
+ NO EXCAVATION IS SCHEDULED FOR JURISDICTION �
THE CONSTRUCTION OF THIS PROJECT.
. THIS DRAWING DEPICTS BOTH EXISTING AND \ PROPOSED /
PROPOSED MAN -MADE STRUCTURES ON THIS SITE. 4' CONC. WALK
+ THIS DRAWING BASED ON ACQUIRED DRAWINGS AND \OR SURVEY ' M
DATA COLLECTED BY: DOUGLAS A. GARBER, NCPLS L -3823
CONTOURS LINES SHOWN IN INSET ARE TYPICAL AND PLOTTED FROM
LAND MANAGEMENT GROUP DRAWING DATED 1 \16 \09 SHEET 2A OF 7
r ALL PROPOSED MAN -MADE STRUCTURES ARE A 9bil uRly�
MINIMUM OF 20' FROM THE FEDERALLY MAINTAINED CHANNEL ANO PARKIN
ALL PROPOSED MAN -MADE STRUCTURES ARE A
MINIMUM OF 3' ELEVATION FROM WETLANDS SUBSTRATE r!•;• ^•''
40 20 0 j It� 3 0 40 80 -:
we low
-- - _''
e+a•
m
RECEIVED
DCM WILMINGTON, NC
JAN 15 2014
MOB
NG
1 \4
PRoesEava<no°
,
S
\
PLATrofu �p�
��
ATINC Oge<f
o
AS
NLLC4'
EASIC
4'
400 810 IVE
SUPPL J
APPRO /
TY
a
EDGE OF BOARDWALK
3 "�" FROM NHW "—"�-
75' AEC PROPOSED
4'X12'RAI
(TVP )
PRELIMINARY
NOT FOR
CONSTRUCTION
6'o'QOA
09�Aas off`
., s << � goo
1\4 SETBACK �Q f
�o
• - CALCULATED PLAT POINT
O 4�,
Line Bearing Distanceo��k
L7 N 34' 12' 41" E 32.11'
L8 N 66' 51' 26" W 21,41' COASTAL WETLAND LINE FROM
JOB # 40-07 -307 SHEET # 2 OF 7
L9 S 47' 53' 12" W 27,26 '
DRAWING DATED 6 \10 \08 BY
L10 S 41' 47' 07" W 25.91' LAND MANAGEMENT GROUP INC.
L 11 S 6' 07' 07' W 34.82 EXISTING
• DRAWING PREPARED BY: DOUGLAS A. GARBER 4' X 12' RAMP
NCPLS L -3823 30' B
406 TALLEY ROAD EXISTING 6.5' X 32 5'
HENDERSONVILLE, NC 828 - 885 -6076 FIXED ACCESS PIER �!
• THIS DRAWING IS NOT A SURVEY.
FOR ENVIRONMENTAL PERMITTING ONLY TOE OF RAMP /
� C
+ NO EXCAVATION IS SCHEDULED FOR JURISDICTION �
THE CONSTRUCTION OF THIS PROJECT.
. THIS DRAWING DEPICTS BOTH EXISTING AND \ PROPOSED /
PROPOSED MAN -MADE STRUCTURES ON THIS SITE. 4' CONC. WALK
+ THIS DRAWING BASED ON ACQUIRED DRAWINGS AND \OR SURVEY ' M
DATA COLLECTED BY: DOUGLAS A. GARBER, NCPLS L -3823
CONTOURS LINES SHOWN IN INSET ARE TYPICAL AND PLOTTED FROM
LAND MANAGEMENT GROUP DRAWING DATED 1 \16 \09 SHEET 2A OF 7
r ALL PROPOSED MAN -MADE STRUCTURES ARE A 9bil uRly�
MINIMUM OF 20' FROM THE FEDERALLY MAINTAINED CHANNEL ANO PARKIN
ALL PROPOSED MAN -MADE STRUCTURES ARE A
MINIMUM OF 3' ELEVATION FROM WETLANDS SUBSTRATE r!•;• ^•''
40 20 0 j It� 3 0 40 80 -:
we low
-- - _''
e+a•
m
RECEIVED
DCM WILMINGTON, NC
JAN 15 2014
MOB
NG
po' 8.8' DEEP
WATER DEPTH AT
Op�f
LOW TIDE ON 12 \07 \13
S
MEASURED AT DOCK COR.
0
s k ?� o R£'y0
ATINC Oge<f
G
f /x ­"w qlK
EXCAVATED AREA
r :y, (520 S F,) PROPERTY
a LINE -� -��
30' BUFFER
Vmp ,t f
COASTAL WETLAND LINE FROM ° a
H JOB 40 -07 -307 SHEET 2 OF 7 s
PR OSED DRAWING DATED 6 \10 \08 BY AD
4' CONC. WALK LAND MANAGEMENT GROUP INC. RUFFINS LANDING SUBDIVISION
/BULKHEAD STONE CHIMNEY ROAD
1 SUPPLY, NC 28462
v �75' AEC APPROX. 600' SE
EXISTING PROJECT: SEASIDE BAY
D' % 20' CONC. \ CON1JpN ARC TE 12\07\1 Joao ES -13 -1
� BOAT RAMP
PUCANr: SEASIDE BAY, LLC SCALE: 1:30 DWC.f ES -13 -3
---JURISDICTION
-- -- - TIRE- SRE PLAN OPAWM )PAWN By OA4 SHEET /: 1 Or 2

OCM WILMINGTON, NC
JAN 15 2014
VICINITY MAP NTS
X PRELIMINARY
NOT FOR
CONSTRUCTION
TYPICAL
RIVER BOTTO
CONTOURS
Y
aF FO/7/nO�a
TYPICAL
-5
RIVER BOTTOM
p ;C 4100
CROSS SECTION
-ID
., IVFR
-Is
-Is
/
1 \4 "ACK �� OO
lAYH
COASTAL Nt1t0 LIRE FROM AN O
•108 111 40- 07 -307 Smw / 2 or 7
DETERMINED
OTHERS 1/4
0"NEL EDGE
SETBACK \
ORAMNO DATED 6\10\06 BY \\ _Tg PROPOSED
R�10VEABLE
U1N0 XAXADEYf?IT GROUP INC. 5•X20•
`
1
EXISTING I �13� PIAATINO DOCKS
m X 20'
B�K
4' X 12' R
ACCESS FIXED FLOATING
-10
]d BUiYEd
PIER
5
OOSTU4 0.51 X 32.51
4
/tXFD ACC[SS PIER
/ PROPOSED
TOE a RAW
4" Om sme BpAROWALK
o
�O J
JURISDICTION / V SRO A
-4
/
PROPOSED I
-'8
4'000C. WALK b 301 BUFFER
-t2
N
-14
j /
O +SO PILINGS PER Or75
1 +0
PROPOSED
CONTRACTOR
41 COLIC. WALK
BUUWAO
DRAWING PREPARED BY: DOUGLAS A. GARBER COASTAL VAMAND LINE rROM
NCPLS L -3823 JOB A 10_07-3307 A1tl 510 0� or 7
406 TALLEY ROAD LAND MAXAOEMW GROUP INC.
HENDERSONVILLE, NC 828 -685 -6076
• THIS DRAWING IS NOT A SURVEY.
FOR ENVIRONMENTAL PERMITTING ONLY
► THIS DRAWING BASED ON ACQUIRED DRAWINGS AND \OR SURVEY
DATA COLLECTED BY: DOUGLAS A. GARBER, NCPLS L -3823
* CONTOURS LINES SHOWN ARE TYPICAL AND PLOTTED FROM
LAND MANAGEMENT GROUP DRAWING DATED 1 \16 \09 SHEET 2A OF 7
II
PROJECT. SEASIDE BAY
COMMON AREA
DATE- 12\07\IJ JOB/ ES -IS -1
40 20 0 1 =30 40 80
APPLICANT: SEASIDE BAY, LLD SCALE: 1:30 Dwo.f ES -13_4
ism imii :J
TITLE T(FICAL RM RS
DRAWN 8Y. DAG SHEET J. 2 OF 2

Brunswick County NC G!S
January 7, 2014 RECEIVED
PIN: 202917211025 PARCELID: 1680001108 OWNER: CAPITAL CREEK INVESTMENTS LP DCM WILMINGTON, NC
1 = 660 Feet ADDRESS1: ADDRESS2: 19901 W CATAWBAAVE S -203 CITY: CORNELIUS STATE. NC ZIPCODE: 28031
N PARCELDESC: 16. 18ACDONATIONAREADOE CREEK PLANT PLAT34 /61 DEEDDATE:5/6 /2013 DEEDBOOK:3416 DEEDPAGE:0830 PLATBOOK: A
w � PLATPAGE: 0061 PLATDATE: 11/21/2005 ACREAGE: 16.18 TOWNSHIP: LOCKWOOD FOLLY DEFERREDVAL: 0 � � 2014
S LANDVAL: 1620 OTHERVAL:0 HOMEVAL: 0 TOTALVAL: 1620 FIRECODEID: 18 FIRECODENAME: Supply
Dacamer Mop and pa=l dab am balm d b b6 l)=(818. blt ammcy to not 9rararteed This is not a legal document and ahaub not be suosttuted for a ttis search. appraesl. survey, or for zoning nrilcaton

0
PROPOSED.
OBSERVATION
PLATFORM
c ,O�
ADJOINEk
SEASIDE BAY, LLC
400 BIG ISLAND DRIVE
SUPPLY, NC 28462
APPROX. 1000' NW
PROPERTY
LINE
EDGE OF BOARDWALK
3 ''- FROM NHW-
PROPOSED \
SWIM PLATFORM
&`CANOE LAUNCH
1 \4 SETBACK
1
1
t
t
1
4-Op9 S
VICINITY MAP NTS
PRELIMINARY
NOT FOR
CONSTRUCTION
o � Y � oan
75' AEC PROPOSED `N J�Q 1 \4 SETBACK)
V 4' X 12' RAM
(TYP•) �OA0
LEGEt4O TO SYMBOLS �0 -v���s 'IN Isrf,� ao
?Q O R,
� o'
®. CALCULATED PLAT POINT S9 fl0
OqR©
Lime Bearing Distance k"k `�` OOCI{S
L7
N 34 12
41 E
52.11
COASTAL WETLAND LINE FROM
L8
N 66' 51'
26" W
21.41'
JOB # 40 -07 -307 SHEET If 2 OF 7
L9
S 47' 53'
12" W
27.26'
DRAWING DATED 6 \10 \08 BY —"'
L f 0
S 41' 47'
07" W
4.
25.91 `
LAND LAND MANAGEMENT GROUP INC.
L11 S 6° 07 07 W 34.82
* DRAWING PREPARED BY, DOUGLAS A. GARBER
NCPLS L -3823
EXISTING
4' X 12' RAMP
313' E
406 TALLEY ROAD EXISTING 6.5' X 32.5'
HENDERSONVILLE, NO 826 -885 -6076 FIXED ACCESS PIER ""ter
•* THIS DRAWING IS NOT A SURVEY. /
FOR ENVIRONMENTAL PERMITTING ONLY TOE OF RAMP /'
NO EXCAVATION IS SCHEDULED FOR JURISDICTION
THE CONSTRUCTION OF THIS PROJECT.
* THIS DRAWING DEPICTS BOTH EXISTING AND 4' PROPOSED /g
PROPOSED MAN —MADE STRUCTURES ON THIS SITE. 4' CONC.-WALK
* THIS DRAWING BASED ON ACOUIRED DRAWINGS AND \OR SURVEY
DATA COLLECTED BY: DOUGLAS A. GARBER, NCPLS L -3823
* CONTOURS LINES SHOWN IN INSET ARE TYPICAL AND PLOTTED FROM
LAND MANAGEMENT GROUP DRAWING DATED 1 \16 \09 SHEET 2A OF 7
* ALL PROPOSED MAN —MADE STRUCTURES. ARE A
MINIMUM OF 20' FROM THE FEDERALLY MAINTAINED CHANNEL
* ALL PROPOSED MAN —MADE STRUCTURES ARE A
MINIMUM OF 3' ELEVATION FROM WETLANDS SUBSTRATE
40 20 0 1 3%=)11 40 : 3,uoo 80
0
�?
N
nj
8.8' DEEP
WATER DEPTH AT
LOW TIDE ON 12 \07 \13
IEASURED AT DOCK COR.
o B k 2p F 0� £'yOV
C
DOCK 02
PROPOSED
0 �ARQ►I'.4
� ExtsrlNG � �K `
�+ >,
&XCAVATED AREA
;�. (520 S.F,) PROPERTY Rte
LINE
c`I 30' BUFFER kCw t
a
�/ PR POSED
4' CONC. WALK
/BULKHEAD
-- COASTAL WETLAND LINE FROM zt �ot3
JOB # 40 -07 -307 SHEET # 2 OF 7
DRAWING DATED 6 \10 \08 BY ADJOINER
LAND MANAGEMENT GROUP INC.
a � � 75' AEC
• � / EXISTING
/ BOAT RAMP
JURISDICTION
RUFFINS LANDING SUBDIVISION
STONE CHIMNEY ROAD
SUPPLY, NO 28462
APPROX. 600' SE
PROJECT. SEASIDE DAY ATE: f2\07\13 JOBS ES -13- -1
COMMON AREA
PUCANT: SEASIDE BAY, LLC SCALE: 1:30 WO, f ES -13 -3
I
on
SITE PLAN DPAWINO IDRAWN I Y: DAG I SHEET #: 1 OF 2
C.)
Z
Z
0O
U�
W -.L
0
ILRt
Q

' � s
PRELIMINAR`f
NOT FOR
CONSTRUCTION
TYPICAL
RIVER BOTTO
CONTOURS tvu
%* 41N4.
1041 ��
40c,
—5
k1bo —10
1\4 SETEACK
COASTAL METLANO LINE FROM
JOS 140-07-307 SHEET A 2 or 7
DRAWMC DATE* 6 \10 \06 BY
LAND MANAGEMENT CROUP INC.�\`
ExisnNa
4' % 72' RAM
-15
—18 s
\
{8 PROPOSED
REMOVEABLE
FLOATlNo OC1<S
/ BULKHEAD \
DRAWING PREPARED BY: DOUGLAS A. GARBER COASTAL kQ'1LAND LINE FROM
NCPLS L -3823 JOB 140-07 -307 SHEET 2 OF 7
0 AW1NC DATED 6 \10 \0 BY
i406 TALLEY ROAD LAND MANAGWtNT CROUP INC.
HENDERSONVILLE, NC 828- 885 -6076
* THIS DRAWING IS NOT A SURVEY.
FOR ENVIRONMENTAL PERMITTING ONLY
* THIS DRAWING BASED ON ACQUIRED DRAWINGS AND \OR SURVEY
DATA COLLECTED BY: DOUGLAS A. GARBER, NCPLS L --3823
* CONTOURS LINES SHOWN ARE TYPICAL AND PLOTTED FROM
LAND MANAGEMENT GROUP DRAWING DATED 1 \16 \09 SHEET 2A OF 7
40 20 i 40 «i
INN I'm
TYPICAL
RIVER BOTTOM
CROSS SECTION
NWH
s0' suFVE1f
"`'`� -10
CHANNEL EDGE
SY OTHER`S
l
1/4 SEi$A`CK
i
CXISnNo 6.5 x 32.5'
r _,
r1xE0 ACCESS PIER
'
pRO�0SE0
4
TOE of RAMP
B
D
404 /`
�O
,,�
j E�iiiE#hHNO OgROwA Lk
JJRtSOiCTtON /IA
/
PROPOSED /
ti +
-f
4' CONC. WAtx
'
V 30' BUFFER
/ PROPOSED
C CONC. WALK
/ BULKHEAD \
DRAWING PREPARED BY: DOUGLAS A. GARBER COASTAL kQ'1LAND LINE FROM
NCPLS L -3823 JOB 140-07 -307 SHEET 2 OF 7
0 AW1NC DATED 6 \10 \0 BY
i406 TALLEY ROAD LAND MANAGWtNT CROUP INC.
HENDERSONVILLE, NC 828- 885 -6076
* THIS DRAWING IS NOT A SURVEY.
FOR ENVIRONMENTAL PERMITTING ONLY
* THIS DRAWING BASED ON ACQUIRED DRAWINGS AND \OR SURVEY
DATA COLLECTED BY: DOUGLAS A. GARBER, NCPLS L --3823
* CONTOURS LINES SHOWN ARE TYPICAL AND PLOTTED FROM
LAND MANAGEMENT GROUP DRAWING DATED 1 \16 \09 SHEET 2A OF 7
40 20 i 40 «i
INN I'm
TYPICAL
RIVER BOTTOM
CROSS SECTION
NWH
DETERMINED
CHANNEL EDGE
SY OTHER`S
l
1/4 SEi$A`CK
i
CONTRACTOA
PROJECT; SEASIDE SAY (DATE: 12 \07\1 J08# ES -13 -1 ,
COMMON AREk
PLSCANT: SEASIDE SAY, II.G�SCALE: 1:30 WG.# ES -13 -4
80TYOM CONT
"61; ' OURS (DRAWN BY, DAG I SHEET #: 2 Or 2
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