20070731 Ver 1_CAMA Application_20070427

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NCDENR `~'
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Chartes.S. Jones, Director William G. Ross Jr., Secretary
March 21, 2007
MEMORANDUM

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TO: Noelle Lutheran
401-Wetlands
Div. of Water Quality
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA /Dredge & Fill Permit Application Review
Applicant: Ocean Isle Marina / TJM Ocean Isle Partners, LLC
20070731
Project Location: 2001 Sommersett Rd. SW, adjacent to the AIWW, near the town of Ocean Isle
Beach, in Brunswick County
Proposed Project: renovation of the existing Ocean Isle Marina
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 13, 2007. If you have any questions regarding the proposed project, contact Robb
Mairs at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comi~nent 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 _ _ DATE
~ ~~
MAR ~ 1 7 Cardinal Dnve Ext., Wilmington, North Carolina 28405-3845
i ~ ~h~~~ly1rJ i96-7215 irAX: 910-395-396411nternet: www.nccoastaimanagement.net
`--- --- -----_ al Opportunity I Affirmative Aclion Employer - 50% Recycled 110% Posf Consumer Paper

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DCM °/. DWD
Development Type
FEf_
(18300 1601 435100093 1625 6253
(24300 1602 4351000952341)
dl,•
I
private, noncommercial "
I 0 % (SO)
.
development That does not involve 525,1 100 % (5250)
the filling or excavation of any
wetlands or open water areas:
II. Public or commert~al development 0 % (50)
Thal does not involve the filling or ~t;D tOD % (5400)
excavation of any wetlands or open
water areas: '~;r''
III. For development that Involves the
filling and/or excavation of up l0 1
acre of wetlands and/or open Water
areas, determine if A, g, C, or D
below applies;
III(A). For Private, noncommercal 0°,0 (SO)
development, If General water Quality 5-:c0 .100 % (5250)
Cettifwtion No3490(see attached)
pn be applied:
III(B): For public or cummeroal
0 % (SO)

ty
development, if General water Ouali
:.00
100°,6 (5-100)
Certification No.3301 (see attached)
can be appled:
III(C). If General Water Duality
Certification No. 3301 (see attached)
~
could be applied, but DGM staff
/ ~
' ,C% 5160
determined that additional review and //
~
written DWD concurence is needed C
because of concerns related to water
quality or aquatic life:
.~~
111(D). If General Water Duality S
SOD 60°: (5240) 40 % (5160)
Certification No. 3301 (see attached) •
can not be applied:
N. For development that involves 40 ~ (S 1 ~0)
the filling and/or ezcwaUon of mare Sy75 60°; (S2E5)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Ocean Isle Marina / TJM Ocean Isle Partners, LLC
2. LOCATION OF PROJECT SITE:2001 Sommersett Road SW, adjacent to the Atlantic Intracoastal
Waterway, near the Town of Ocean Isle Beach, in Brunswick County
Photo Index - 2006: 2-6203; I-K, 10-11 2000: 2-19; O-Q, 14-16 1995: 2-19; O-P, 14-1 S
State Plane Coordinates - X: 2159971 Y: 51535 GPS - NU10920A
Lat:33°53'25.52890"N Long: 78°28'22.73593"W
3. INVESTIGATION TYPE: CAMA / D&P
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - O1 /U9!07
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received Complete - 03/16/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Brunswick County
Land Classification From LUP -Transitional
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing- Septic system
Planned- None
(F) Type of Structures: Existing- 25 slip marina, dry stack building, office building, parking area,
travel lift, boat ramp, bulkheads.
Planned- reconfigure existing docking facility, replace existing bulkhead,
add boatlifts, demolish existing building, add additional dry stack units,
fill boat ramp, construct new fork lift pad and additional parking, elevated
boardwalk.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA)
DREDGED PILLED OTfIER
(A) Vegetated Wetlands (Coastal / 404) 320 sq. ft.
(shaded)

(B) Non-Vegetated Wetlands (Open Water) 30,000 sq. ft. 1,172 sq. ft 8,076 sd. ft.
(incorporated)
(C) Other - Highground disturbance 121,648 sd. it.
(D) Total Area Disturbed: 2.5 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA, HQW Open: No
8. PROJECT SUMII~ARY: The applicant proposes to reconfigure the existing docks, replace existing bulkhead,
add boat lifts and dry stack units, demolition of existing buildings, filling the existing boat ramp, construction of a
new fork lift pad and additional parking area, construction of an elevated boardwalk and basin dredging.

Ocean Isle Marina
March 19, 2007
Page 2
9. PROJECT DESCRIPTION
The project site is located at 2001 Sommersett Landing, adjacent to the Atlantic Intracoastal Watei,~~ay,
on the mainland side of the AIWW, between the Town of Ocean Isle Beach and Sunset Beach. in
Brunswick County. To find the property from NC Highway 17 South, turn left onto NC 904 /Seaside
Road SW. Travel approximately 3.5 miles to NC 179 /Beach Drive SW, turn left and travel
approximately 0.6 miles to Sommersett Road SW. Turn right onto Sommersett Road SW, and travel
approximately 0.4 miles until the road dead ends at the subject property.
The property is an approximately 5-acre tract of land owned by TJM Ocean Isle Partners, LLC, c/o Tim
Moon. The existing marina is a full service facility consisting of 25 wet slips, 270 dry storage racks with
forklift haul out. The facility also includes a boat ramp, shower facilities, a full service boat yard and
fuel. The existing facility consists of the following two main structures: a floating dock located just to
the west of the boat ramp, which consists of 5 permanent slips on the west side and temporary tie-up
slips on the east side for launching via ramp and forklift_ Located east of the boat ramp is a fixed pier
which terminates in a "T-head" and has a floating dock located in the center of the main pier on the east
side and a floating docks on the landward side of the east end of the "T-head". There is an existing
boatlift on the west side of the main pier landward of the "T-head". The applicant states this entire
structure will accommodate 17 slips. There is another floating dock located just east of the main pier
adjacent to the bulkhead with an additional 3 slips creating a total of 25 existing slips for the entire
docking system.
The property is bordered by residential property to the west, north, and. east and the AIWW to the south.
The marina facility has been in existence since originally permitted on January 14, l 982, permit #4-82
issued to Charlie Furr. A second permit #169-88 was issued on September 2, 1988 for maintenance
dredging, a travel lift and extension of the pier. This permit was issued to M & J Marine Services. The
marina was later sold and in recent years operated under the name of Pelican Point Marina. The facility
has been issued several CAMA General Permits for a boatlift addition and bulkheads, (see, GP Nos.
17534, 18363, 38477 and 45823).
The waters of the AIWW in this location are classified as "SA, HQW" by the North Carolina Division
of Water Quality. The area is designated as a Primary Nursery Area by the North Carolina Division of
Marine Fisheries and is closed to the harvest of shellfish.
PROPOSED PROJECT
TJM Ocean Isle Partners, LLC is currently proposing renovation of the Ocean Isle Marina by the
replacement and reconfiguration of the existing fixed and floating docks, filling of the existing boat
ramp, construction of a new fork lift pad, replacement of the existing bulkhead, addition of boat lifts and
dry stack units, demolition of existing buildings, construction of additional parking areas. construction of
an elevated boardwalk and maintenance dredging of the basin.
The existing dock configuration, as counted by the applicant, includes approximately 25 docking spaces
or slips and approximately 5 temporary tie-up slips. The applicant is not proposing any increase in the
total number of penr~anent or temporary slips (see Sheets 6 & 7). As proposed, there w~~ulcl he ~~ n~~~~
floating dock measuring approximately 8 feet wide by approximately 108 feet

Ocean Isle Marina
March 19, 2007
Page 3 ~~~
long extending waterward from the bulkhead which would be accessed by a ramp measuring
approximately 4 feet wide by approximately 20 feet long, located just west of the forklift pad. The east
side of this structure ~~ould provideapproximately 4 temporary slips designated for the launching and
retrieval of boats. There would be an "L" shaped floating dock on the west side of this structure
measuring approximately 8 feet wide by approximately 190 feet long running parallel the AIW~~~. On the
waterward side of this structure would be six (6) finger piers, each measuring approximately four feet
wide by 35 feet long, extending perpendicular to the AIWW. These finger piers would accommodate
thirteen (13) slips, including twelve (12) boatlifts. Slips #2-5 would each have a boatlift measuring
approximately 12.5 feet wide by 12.5 feet long and the boatlifts for slips #6-13 would measure
approximately 14 feet wide by 12.5 feet long. No slips are shown on the landward side of the proposed
8' by 190' floating dock.
A second floating structure is proposed which would be located on the east side of the fork lift pad acid
would be accessed by an "L" shaped ramp measuring approximately 4 feet wide by 32 feet in total
length. The main floating dock would measure approximately 8 feet wide by approximately 112 feet
long, extending waterward perpendicular to the AIWW. On the west side of this structure and adjacent
to the bulkhead is proposed a finger dock measuring approximately 8 feet wide by approximately 88 feet
long rumiing parallel to the shoreline. The west end of this structure is designated as a temporary slip for
launching, retrieving and/or fueling. There would be another finger dock on the east side of~ the main
floating dock adjacent to the bulkhead running parallel the shoreline, measuring approximately 8 feet
wide by approximately 48 feet long, designated as one (1) slip. In the middle of the main floating dock
would be two more finger docks, one measuring approximately 4.5 feet wide by approximately 40 feet
long and one measuring approximately 4.5 feet wide by approximately 50 feet long. Both of these finger
docks would run parallel to the shoreline and would be located on the west side of the main floating
dock. The main floating structure would terminate in an "L-head" which would measure approximately
8 feet wide by approximately 64 feet long and would extend westward. This floating dock system is
designated to accommodate a total of twelve (12) permanent slips.
The applicant is also proposing to perform maintenance dredgin~~ of the original boat basin arra i ~~'~~
Sheet 8 & 10), which was originally permitted oil .lanuary 14, 1982 under State permit #~4-h_' anal ~-~-~~~
permitted at a final depth of -6 feet @ mean low water (MLW). The applicant is proposing to excavate
an area measuring approximately 200 feet by 150 feet long, to a depth of -6 feet @ (MLW). The area to
be excavated would be located from the east side of the temporary tie-up floating dock and would extend
past the east side of the second main floating dock. Approximately 3,111 cubic yards of material would
be removed by bucket and barge. The applicant is states that all spoil material be would be kept onsite
and placed on the northwest portion of the property (see Sheet 6). The spoil disposal area would measure
approximately 150' by 60' and would be contained by a silt fence (see Sheets 10.1 & 10.2).
The applicant is also proposing to fill in the existing boat ramp and utilize this area for the expansion of
the forklift launching pad (see Sheet 9). The area to be filled would measure approximately 35 feet by
approximately 24 feet and would require approximately 125 cubic yards of clean sand as fill material.
The applicant is also proposing to replace an existing bulkhead (see Sheet 1 l .l), which is located on the
east side of the boat ramp area and extends eastward approximately 337 feet. The proposed bulkhead
would also extend across the existing boat ramp, making the total length of the
new bulkhead approximately 394 feet including the wing wall. The applicant states that the proposed
bulkhead would be located an average of 2 feet and no more than 5 feet waterward of the existing
bulkhead and would require approximately 80 cubic yards of clean sand fill material below MHW. The

Ocean Isle Marina
March 19, 2007
Page 4
applicant is proposing to use both vinyl and steel sheet pile for the construction of the bulkhead. Coastal
wetlands, consisting primarily of Smooth Cordgarss (Spartina alternifloru) are located adjacent to the
existing bulkhead along the east side of the property. The applicant has proposed that .the hull:head in
this area be replaced in the same footprint, for a distance of approximately 1 12 linear meet. I h~ applicant
does not to propose to place any fill material within coastal wetlands.
The applicant is also proposing to construct an elevated wooden walkway to be located on the southwest
side of the property, waterward of and adjacent to the existing bulkhead (see Sheets 9 & 1 1.3). The
proposed walkway would measure approximately 6 feet wide by approximately 236 feet long and would
provide access from the amenities area on the south west corner of the property to the floating dock
containing Slips #1-13 and the temporary tie-up dock. This structure would extend over approximately
320 sq. ft. of coastal marsh consisting of Smooth Cordgarss (Spartinu ulternifloru).
The applicant is also proposing to replace four the existing single level dry stack storage racl:s ~-~ ith nc~~
four level units. Three of these units will also have removable racks on the bottom level for allcrnati~
parking (see Sheets 15 & 15.1). These units would measure approximately 15 feet wide by
approximately 40 feet tall and would very in length from approximately 34 feet to approximately 154
feet. These units would be located adjacent to the bulkhead (see Sheet 6) along the south and east side of
the property. It is also proposed the existing fuel tanks be relocated fi-om the east side of the existing
office building to the west side of the driveway adjacent to the existing metal dry stack building. New
gas pumps would be installed adjacent to the bulkhead on the east side of the forklift pad. All of these
structures would be located over existing impervious surface areas.
The applicant is also proposing to remove two (2) existing structures located on the cast arcl ~r~ril~~~~~~.ti~
side of the property. The first structure is refers-ed to as the "small boat building°' which measures
approximately 80 feet wide by approximately 126 feet long and the second structure is an existing single
story house measuring approximately 24 feet by 48 feet. These areas will be converted to a driveway and
additional parking. All of the existing graveled areas, (approximately 52,400 sq. ft.) will be converted to
concrete (see Sheets 12 & 13).
10. ANTICIPATED IMPACTS:
The filling of the existing boat ramp area would result in the filling of approximately 840 sq. ft. of open
water. The proposed bulkhead would result in the filling of approximately 332 sq. ft. of open water. The
new docking facility and associated slips would result in the incorporation of approximately 8,076 sc~. ti.
of estuarine waters and public trust area within the existing boat basin. (It is estimated that the current
marina design incorporates approximately 3,448 sq. ft.). The proposed docking system would extend
approximately 120 feet into a waterbody, which measures approximately 525 feet across. This distance
would conform with the 1/4 width rule and the established pier lengths. As proposed, approximately 6.5
feet of the floating docks would encroach into the U.S. Army Corps of Engineers 80-foot setback from
the AIWW, however all pilings are shown to be landward of the 80-foot setback (see Sheet 9). The
proposed structures would not encroach into the 15' riparian corridor setback. The floating docks would
potentially provide docking space for up to twenty-five

Ocean Isle Marina
March 19, 2007
Page 5
(25) permanent vessels and approximately five (5) temporary tie up spaces. The proposed dredging
would result in the excavation of approximately 30,000 sq. ft. of shallow bottom within a designated
primary nursery area previously authorized for excavation. The area is closed to the harvesting of
shellfish due to the presence of this marina. The proposed elevated walkway would result in the shading
of approximately 320 sq. ft. of coastal marsh, primarily Smooth Cordgarss (Spartinc~ alterniflo~~a).
As proposed, the total area of highground disturbance would be approximately 121,648 sd. ft., resulting
in the redevelopment of approximately 32,384 sq. ft. of existing impervious surface area within the 75-
Estuarine Shoreline AEC. This will result in a 65% impervious surface coverage within t he . A I
however no additional impervious surface coverage is proposed. Minor increases in turbidity should be
expected, but if construction is timed to avoid periods of peak biological activity impacts should be
minimal.
A state Stormwater Permit through the N.C. Division of Water Quality, (SW8 070106) was issued on
01/26/07. The application also states that a Sedimentation and Erosion Control Plan has been
concurrently submitted to the Division of Land Quality by Norris, Kuske and Tunstall Consulting
Engineers.
Submitted by: Debra Wilson Date: March 19, 2007 Office: Wilmington

Project Narrative
CAMA Major Permit
Ocean Isle Marina
TJM Ocean Isle Partners LLC.
The subject tract is located at the end of SR 1161 where it intersects the AIWW.
This area is locally known as Sommersett Landing and is located between Sunset
Beach and Ocean Isle Beach, Brunswick County. The site has been an operating
marina since 1982 and is approximately 5 acres. Structurally there are two dry stack
storage buildings, a smaller building that serves as an office, three houses, two small
storage buildings, outdoor boat racks, fuel tank gas pumps, boat ramp, bulkhead,
boat docks and forklift pad. Currently most of the site is impervious surface.
The applicant proposes to fill in the existing boat ramp that measures approximately
26ft by 60ft to create a concrete launching dock (boat drop). On January 14~h, 1982 a
permit was issued (#4-82) for the above referenced property and included the
excavation of a boat basin in the open water measuring +/- 200ft by 150ft to the
depth of -oft at mean low water. The applicant proposes to reactivate this
maintenance dredging area with a modification to -6ft mean low water.
Approximately 3,100 cubic yards of spoil will be dredged using barge and bucket and
placed onsite within a silt fenced area. The applicant also proposes to remove all
existing fixed and floating docks and replace them with a new floating dock system
to accommodate 25 permanent slips and provide for temporary dockage for boats
being launched and retrieved from the dry stack storage facility. Existing dock layout
provides 25 permanent slips and approximately 130' of temporary tie-up dockage.
Verbal approval was originally given by the USACE Navigation Division (Howard
Varnum) for the floating docks to extend approximately 6.5' beyond the USACE
Channel Setback as long as all pilings associated with the floating docks were
installed landward of the setback. Written approval is forthcoming from James
Hargrove, with the USACE Navigation Division.
Upland development will consist of removing the small boat building on the eastern
side of the property to accommodate parking requirements. Existing impervious
areas consisting of gravel will be changed to concrete. The total area of impervious
cover within the 30' CAMA buffer will not increase. The existing dry stack storage
building and office building will have exterior renovations, and the existing concrete
floor of the dry stack storage building will be replaced to the same existing
dimensions. No modifications to the structure of the buildings are proposed. Existing
utility infrastructure will be utilized for the marina and buildings. A general permit was
granted on 7/12/06, #45823-D, for the installation of a new bulkhead along the
south-west edge of the property. The applicant proposes to add a wood walkway
along and attached to said bulkhead protruding 6' waterward. The walkway will
provide access to an amenities area on an adjacent property, proposed slips one
through thirteen, and the temporary tie-up dock. Existing one level dry stack boat
storage racks on the southern portion of property will be replaced with new four level
storage racks in the same location. Also the applicant proposes to re-bulkhead the
south and east sides of the property as shown in Figure #6.
~?CI'~14~11LIL~1INGTQN, N~:

Form DCM-MP-I
APPLICATION
(To be completed by alt applicants)
1. APPLICANT
a. Landowner:
Name TJM Ocean Isle Partners LLC c/o Tim Moon
Address 6105 Bluestone Road Suite 302
Cjty Atlanta State NC
Zip 30328 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Management Group Inc
Address P.O. Box 2522
Cjty Wilmington State NC
Zip 28401 Day Phone [phone]
Fax [phone]
C. Project name (if any) Ocean Isle Marina
NO7E: Pr-rw will i5r irsnud in r~mr,r of lrw~dowwer(s), od/or
proled wame.
2. LOCATION OF PROPOSED
PROJECT
a, County Brunswick County
b. City, town, community or landmark
Sommersett Landing
c. Street address or secondary road number
2001 Sommersett Rd. SW, Ocean Isle Beach
d. Is proposed work within city limits or planning
jurisdiction? Yes x No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Alww
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace existing docks, construct new bulkhead,
maintenance dredging, filling of existing boat ramp, and
upland development.
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
~? Existing commercial marina since 1982
d. Give a brief description of purpose, use, methods of
oonstrurxion and daily operations of proposed
project. If more space is needed, please attach
additional pages.
ontin ~a~ of wet slip and drv storaq~ marina 6 ,sin se
- ~_ -.

M~ A /7J

Form DCM-IVIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5 +/- acres
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or
NWL ~ 2' +/_
d. Soil type(s) and texture(s) of tract
Lakeland sand
e. Vegetation on tract Coastal bermuda, oak trees
~ppcies of .oastal marsh
f. Man-made features now on tract Dry stack storage
buildings, bulkhead, docks, office, private residence
g. What is the CAMA Land Use Plan land
classification of the site? (~~ rlk I«nl lmd ~~ ~.~
Conservation x Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
C-DL
i. Is the proposed project consistent with the applicable
zoning? x Yes No
(Attaali zoning rnnipliance orrrificoare, if appiiaabk)
j. Has a professional archaeological assessment been
done for the tract? Yes x No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes x No
1. Are there wetlands on the site? x Yes No
Coastal (marsh) x Other
If yes, has a delineation been conducted? Yes
(Aaoah docwnrnrarion, if avnilabloJ
Delineation performed by Land Mangement Group Inc.
November 2006 and submitted to USACE for review
m. Describe existing wastewater treatment facilities.
On-site septic.
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
yjmite~ Surface runoff
o. Describe existing drinking water supply source.
Public water
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A Dopy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrumenrt under
which the owner claims title, plus written permission
from the owner to carry out the project.
• M acfiurate, dsted work plat including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1!2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7].0203 for a
detailed description.)
Pkase note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Pelican Pointe Marina Inc.
Address 2000 Sommersett Rd SW Ocean Isle Beach. NC 28469
Phone
Name Ralph King
Address 4780 Whiteville Rd. NW Ash, NC 28420
Phone __
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NCDCM Permits: #45823-D, #4-82
• A check for $40o made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the casts of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of oompGance with the N.C.
Environmental Polic' Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
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 wDl be subject to conditions
and restrictions contained ;,1 the permit.
I certify that ro the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner coasistcnt with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to eater oa the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
pfoject.
I further certify that ffie information provided in this
application is truthful to the best of my knowledge.
This is the U?5 day of ,~a4`ar , 20 07 .
Print Name .~~/i S Qirad4 ~
Signature -
r or Authorized .lgeru
Please indicate attachments pertaining to your proposed
projoct.
x DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
x DCM MP-d Structures Information
DCM MP-S Bridges and Culverts
x DCM MP-t5 Marina Development
NOTE: Please sign and daft cacti attaclunent in the
spacc providcd at the bottom of each form.
~~GE;tV~D
f ~~lt~ ~`t'~E..MII~C~f C~t~lr t~C~
`r ~~ of ~ ,~~-~
Revved 03195

Fort'n DCM-MP-2
EXCAVATION
AND FILL
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 13e sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
E~datiog ~tl~
Length wiam nepm t)epth
Access
channel
(MLA or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
ehorctine
etebiliza-ion)

150' 200' ~-3 6'
MLW MLW
-+2 MLW +6,
35' 24' (-4 to +6)
;.;
.;.
- MLW
t
~~
.-
.:~
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards -3,111 c.y. MHW
b. Type of material to be excavated
Sand and mud (sediment sampling and testinQOerformed
by ECS Carolinas LLP for CORPs approval)
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes x No
d. Highground excavation in cubic yards nla
Z. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Onsite disposal area
b. Dimensions of disposal area'150' by so'
c. Do you claim title to disposal area?
x Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? x Yes No
If yes, where? Currently orooosed site
SUM W{LMiNGT~~I, ~~~
~W~o~l ~ ~ Zi"-;
Revised 03195

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Docks} and/or Pier(s)
(1) x Commercial -Community _ Private
(2) Number 4
(3) Length 190.5', 108.5, 10.5',112.5
(4) Width 8', 8', 6', 8'
(5) Finger Piers x Yes No
(i) Number 11
(ii) Length san35', 88.5'. 40'. 50'. 64.5',48.5'
(iii) Width 6(c~3.25, 8', 4.5', 4.5', 8', 8'
(ti) Platform(s) x Yes No
(i) Number 1 (for ramo landinal
(ii) Length 12'
(iii) Width 6'
(7) Number of slips proposed 25 Permanent Slips
(8) Proximity of structure to adjacent riparian
property lines 15' to west and -90' to east
(9) Width of water body ~525' (estimated from aerials)
(l0) Water depth at waterward end of pier at
MLW or NWL X1.75'-4.8'
b. Boathouse (including covered lifts)
(1) NA Commercial Private
(Z) Length NA
(3) Width NA
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number NA
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length NA
(2) Average distance from MHW, NWL or
. wetlands NA
(3) Maximum distance beyond MHW, NWL or
wetlands NA_
e. Mooring buoys
(1) NA Commercial -.Community ____ Private
(2) Number NA
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
NA
(4) Width of water body NA
(5) Distance buoy(s) to be placed beyond
shoreline NA
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) X Commercial ,-Community -Private
(2) Number 50 Mooring Pilings, 12 Boat lifts
(3) Length 1 (q)35'
(4) Width 4 (a~1~8na 14.75' (Boat Lifts)
g. Other (rive complete de,criprion)
(38 mooring pilings may be used instead of 50 if pilings
are shared by lifts. Final determination to be per
contractor)
Ocean Isle Manna
Applicant or i'roj
-~
t
2 (,~ ~
Date
i~11:'1 V~Y ~~_l V~iltl ~~. ~~~t t(.,,1. lli1
Revised 03195

~}~r U`~ 07 12. t~ty L.-~r~~ ~1~r~a~;cr~ero~, ~:r~oulO 1rRC: `1C~4:~cu'+JC;f~
Form DCM-MP-6
MARINA
DEVELOPIVI~I~T~'
(Regraired fmr the mooring nag ~>mre t}~iain ~® vet)
Attach this form to 30iTt Application ffizr C~lvlA T~ajor
Permit, Farm DCA~I-A~'-l. Q~ ses,~e w c~~plete zfl!
other sections of the Joiaat kpinlication that relate to finis
pzopvsed project
g. TypicaY t~rat l~gth ~a'-30'
h, ?dl(~i~am ts~rat l~ ~~GO;
tJ , f ~
r 1 f ¢'T ~ F E ~^ I
~ o ~[..' E ` ~ ~ ~ art ,~ Ira.,

Arc asiy floating struct-urev planiYal? r~`J.....,._._,__..__..
IF stn, describe _ ,___
Y. MARINA CH~2.AC71°]~~°g'~C~
a. Check below the type of u~ae'ima pro,~osed.
_,~_ Commercial _~ Public kesadcnti.J
b. W=;:.:he marina be open to the general public?
X Yes IVo
c. If there is residential Bevel®paneait ~soci2ted with
the marina, flow many units or JotJ age planed arcd
holy zraanv are currently dev'e?t,od?
_.I~,_-____._ ____.._ _r________ -_~
d

f.
ClJr:ic all of the types of services too be provided.
X_. _~ Pull service, including travel lift anrll6r rail
x ~ Dockage, fuel, Arad marine supy,lies -
.~~_ Dockage (wet cline"1 ~nEv
Nuzober of slips _ 25 PPrrnanent slips
x
Dry storage
Number of boats ~~~
Boat r8ID~(&~
OtJ!iu (describe.)
C,.be'c;k below the pxopased r,Pp~e of si~ra~_
_ Lid cut and access cha>rnael
X _~ Opem water with dredging for b;~iar anrl0or
channel
_~___-_._ water, t1o dredgc~g r~.aiir~
~_ Other (describe}
Describe the typical boats to lac serv®d (for example,
open runabout, charter iroaas, sPCit boats, mixed
typc*5)- Mixed Types
a. Cl~~•~ eaG6 of the following sanitai-y.:aciiitit~ rhea
will Tae iincluded in the proposed project.
>, ~~, Vice todeis
%~ Toilets for patrons
Nutaber "~
L.QUation ?_ in r~'r,,r3~.~n h ,i~,l ldi~r, ___._.,._.~._-__,
Showers
x boat holding tank pUmgovt
~' SIDd }OC~ion Portable ca~im~out~tem to be .-_
used ~ -
b. Deslze tre~tanerri type aru3 disposal loratiota frcir all
'.~~iic.~j 6-f~C•^~'1'~t~,i. r1n_srie sv~sf,^A!rc~ati c ° ~ ._-.~_.
~ ttoata'7„t ..~ fir, ~l~;u!-Uti __._._..._,._.________~..____-w__..__..-.---
c. De~rr~e t9ae disposal of solid waste, .fish aa~l and
te'asl~ disps;,sal, n-srte cumpsier~ J
tl. ~$ow wi-1 dv~ard discharge of sevra~es ~,;,r,~ brims
be czr>itmllew? _ __ _
hlariroa rn~ ranger wi91 nest and co~rrmurrir;atc~ a "loel'PCI ~.w~.
head" p[alicy
~. Cive the locatipn nand number of 'Nn Sewage
Disr~iarge" signs proposed. Two wi'~I tie posted at tr,e
eastern and western entrances of the marina
ltcrised Q3/9S

Form DCM-MP-6
f. Describe the special design, if applicable, for
containing indusvial type pollutants, such as paint,
sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be
disposed of ?
Oil and lubricants will b . containPri ~-, -,a~~Pi~ a~~
recycled. Oil-only absorbent Dads will be kept
h. Give the number of channel markers and "No
Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and
desrxibe the safety measures planned to protect area
water quality.
Emergency shut-off valves. trained employee i~sa nniy anri
spill clean-up kit will be utilized. See fiQUre 7 for location of
fuel pumps.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts.
Open water basin design promotes flushing.
k. What will be the marina policy on overnight and
live-board dockage?
Overnight dockage will be allowed, but live-aboard will_
not.
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
nod If this pmject is an expansion of an existing marina,
what types of services are carrently provided?
Wet slips, dry stack, boat ramp, fueling. and sjiq store.
n. How many slips are now available? 25 permanent
o. Is the marina proposed within a primary
secondary nursery area? x Yes Nc
p. Is the marina proposed within an area open
shellfisb harvesting? Yes X No
q. Give the location and number of "Pumps
Available" signs proposed. Two, at the end of each
main dock.
Ocean Isle Marina
Appiitaot or !'nujed Name
tn~
o
Date
~~~~~~~~
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Map Source: North Carolina Atlas & Gazetteer. Pg 86.2003
Tim Moon
Ocean Isle Marina Z.MG Figure 1 of 16
Brunswick Count NC ` !'" "" "'''"' "' ` ""' '
y, ,,,,,,, Vicinity Map
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November 2006

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Map Source: Shallotte Quadrangle 7.5 minute (topographic) 1990.

Tim Moon
Ocean Isle Marina
LMG
Figure 2 of 16
Brunswick County, Nc '^"'"'~ "UL~,""' h~""~ , USGS Topgraphic Map
02-06-550 ~ ~~~„~ > ,,~, ,,. _~
November 2006

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Tim Moon
Ocean Isle Marina LMG Figure 3 of 16
~ tW~ ~1 5~~1~„ ll ~ I GRUI )' i_
Brunswick County, NC , , , , ,,,; ,;, , , SOUS ap
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November 2006
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Tim Moon
Ocean Isle Marina
Brunswick County, NC
02-06-550
-~'` sITE
LMG
SCALE 1" = 200'
Figure 4 of 16
Aerial Photograph
November 2006

FIGURE 14 of 16

PRELIMINARY PLAN: NOT FOR CONSTRUCTION
NOTES:
1.PROPOSED FOUR LEVEL
OUTDOOR DRY STACK
RACKS TO REPLACE
EXISTING ONE LEVEL DRY
.STACK RACKS IN SAME
LOCATION.
2.40' MAXIMUM HEIGHT
CONSISTENT WITH
BRUNSWICK COUNTY
REGULATIONS.
3.EXISTING IMPERVIOUS
UNDERNEATH EXISTING
DRY RACKS TO BE
RESURFACED.
~OiL~ VtiILRk~~f~~',r^' ' 1V
[.irs r
ANCHOREC
__ 5 10 ___ 2 0
PROPOSED PROJECTPelican Point Marino Brunswick County
LW016/,NnG~GRUUPa
;~~~~
~° LAND MANAQEMENT QROUP INC
ENVIRONMENTAL CONSULTANTS OUTDOOR RACKS CLIENT: Tim Moon ~oB # 02-06-550
~~ PO t30% 2522 TEIE: (910) asz-ooo, DRAWN BY: ClC DATE: 1.24.07
_~ ti=dy .. NIUAINGTON, N.C. 28102 FAX (a,o, IS2_008G OCEAN ISLE M A R I N A
s.,~l:;~~- EMAIL:Infogmgroup.nat SCALE: ~"=10' SHEET 15 of 16
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~~a1 M^IyA~
B~^rt~~ ~A~~~ UP INC PROJECT: Pelican Point Marina OCEAN ISLE BEACH BRUNSWICK COUNTY
~
m~
E ~ LAND MANAGEMENT GRO
PROPOSED SITE PLA CLIENT: nM MooN JOB # 02-06-550
tiu~r~.;a ENVIRONMENTAL CONSULTANTS
~ CADFILE: x16006_CD01_SITE ~,4TE; 12.06.06
--_
--a,
`~~°; ~ PO BOX 2522 TELE:
WILMINGTON
N.C. 28402 FAX: (91D) 452-0001
[phone] ~ ~ ~ ~ ~ (~ ~ ~ ~ A R ~ A DRAWN BY: CLC REVISIONS: 3.15.07
`~!~ ~~~~f ~,~: ,
EMAIL: info®Imgroup.net SCALE. ~ =80 SHEET 6 OF 16

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~ NORRIS & WARD
~n' PRELIMINARY PLAN: NOT FOR CONSTRUCTION Land Surveyors, P.A.
\ Strw N. Nar1A P.LS. ~'~ n1p"a~baro Rood SM, Como/h, N.C. 2E197
Nmdy ~. N'ad, P.LS PAmc 910-579-5909 Fmc 910-519-5826
""°'K^r'~G6MENT°9°uF,~< LAND MANAGEMENT GROUP INC PROJECT: Pelican Point Marina OCEAN ISLE BEACH BRUNSWICK COUNTY
```' ENVIRONMENTAL CONSULTANTS EXISTING DOCK LAYOUT CLIENT: nM MooN JOB # 02-06-550
'~ A~~~~s~~ CADFILE: xtsoos cool_S1TE DATE: 12.06.06
~' ~~=~~ Po aOX 2522 TELE: (g,°' 452-°°°' OCEAN ISLE M A R I N A
' ~~"~ WILMINGTON, N.C. 28402 FAX: [phone] DRAWN BY: cLC REVISIONS: 2.6.0
~ „~r C~~~~~~f EMAIL: info®Imgroup.net 1~~=30~ SHEET 7 OF 16
_ SCALE:

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EX. ADJ.
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x 1157
NORMAL HIGH
WATER LINE
CONTRACTOR MAY USE SINGLE
OR DOUBLE PILINGS FOR ADJACENT LIFTS
USACE channel
Approximate
A -81
z
~,,~
Z
~ /~, Water ~

NORRIS 8c WARD
Land Surveyors, P,A.
Strom M. Nark P.LS 1301 Thanadaw Aood SW, CdaEadi, N.C. 281157
Aondy D. Wad, P.LS. Phmx B10-379-8808 For. 810-579-5825
DOCK DESIGN BY:
Sound Marine Inc.
N
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x -12,88
x -1403
NOTES ON BOATLIFTS DIMENSIONS
BOATLIFTS 2-5 :12.5' BY 12.5'
BOATLIFTS 6-13: 14' BY 12.5'
GRAPHIC SCALE
30 0 15 30 60
r ~.. ~r .
iFt°~~~~'`i~
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( IN FEET) f= ~ ~ (g ~ ~ #~-,
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PRELIMINARY PLAN: NOT FOR CONSTRUCTION
J v i ~ ~ ~ - f/ ~, ~ " _ ~ _- - ~ ELEVATIONS BASED ON NAVD 1988.
/~-~
--
_ .__
;~
a MEAN t11G11 WATER ELEVATION = 19'
tbQCk tal ~VaterW 1 MEAN LOW WATER ELEVATION=-2.9'
_ X -6,35 1
x -9~2IUSAC~
12 BOAT SLIPS WITH
LIFTS
."`~~:~x,~~v>:Nft~r~~°DF~G LAND MANAGEMENT GROUP INC
~.~.
`"`` r; ENVIRONMENTAL CONSULTANTS
i ~,L>sy
~~` =~ PO BOX 2522 TELE: [phone]
_ WILMINGTON, N.C. 28402 FAX: [phone]
~"' ~~„ EMAIL: infc~lm rou net
' ~IuJ ,~ 9 P•
PROPOSED DOCKS
OCEAN ISLE MARINA
4 ~ J ;..tr a
~~~
~a ~~
GAS ~'~
s PUMP ~
PROJECT: Pelican Point Marina
CLIENT: nM MooN
CADEILE: Xlsoos coal_s1TE
DRAWN BY: ac
SCALE: ~ "=30'
X -
OCEAN ISLE BEACH BRUNS'MCK COUNTY
J08 # 02-06-550
DATE: t2.o6.06
REVISIONS: 2.6.07
SHEET 8 OF 16

- ~~
~h C. King'
195, Pg. 189
ok 9, Pg. 120
3PG042
~,
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SETBACK
EX. ADJ.
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NORMAL HIGH
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d a d a i
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_ f ... a~
a ~ AT RACK ~ OAK
a ~ - - ~ ~~
- - - --., ,
CONTRACTOR MAY USE 51NGLE
OR DOUBLE PILINGS FOR ADJACENT LIFTS ~~
Z
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-~ I
n
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Slurs 4. Rart4, P.LS. 1701 ThaoroAaro Rood SW, Cddlmh, R.C. 1D187
Randy D. Ntrd, P.LS. Phony 91C-374-5e08 Fac 410-77Y-OE25
NOTES ON BOATLIFTS DIMENSIONS:
BOATLIFTS 2-5 :12.5' BY 12.5'
BOATLIFTS 6-13: 14' BY 12.5'
UJh~~
DOCK DESIGN BY:
Sound Marine Inc.
,,,
......
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GRAPHIC SCALE
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( IN FEET) ~~' `' I "`
1 inch = 30 ft. .T~ iF {~ LiE~~,
PRELIMINARY PLAN: NOT FOR CONSTRUCTION
~'~ ""``~NA4EMHhffGR6°F~~° LAND MANAGEMENT GROUP WC PROJECT: Pelican Point Marino OCEAN ISLE BEACH BRUNSWICK COUNTY
~,~ 2a.
~ ~ ~ ENVIRONMENTAL CONSULTANTS PROPOSED DOCKS II CLIENT: TIM MooN JOB # 02-06-550
~_ ` -~ PO Box 2522 TELE: [phone] CADFILE: X16006 c0a1_SITE DATE: 12.06.06
I " WILMINGTON, N.C. 28402 FAX: [phone] C E A N I S ~ E MARINA DRAWN BY: CLC REVISIONS: 2.6.07
1~,~~Jjlll`I-1 EMAIL: info®Imgroup.net
SCALE: ~"=3a' SHEET 9 OF 16
NORRIS 8c WARD
l.ontl Surveyors, P.A.
V."`f
4 J.
a d '.
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s PUMP _/
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-~,
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TOTAL CAPACITY AS SHOWN:
3,600 CY
SILT FENCE
3 SILT FENCE
~ 2
p °° 2 ~ ~ 3
~ 12'
~ Z I
W - - - - - - - - - - - - - - - - - - -
W 5 = = = _ = =1= = = = =
o - - - - - - - - - - - - - - - - - - - -
0 10 20 30 40 50 60 70 80 90 100 Ilp 120 130 140 150 160 170 180 190 200 210
SECTION B-B
DISTANCE (ft)
0 10 20 40
APPROXIMATE
EXISTING GRADE
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LICAMA12D06 CAMA FILES102-O6-55D --- PELICAN POINT MARINA, TIM MOON1Xi6DD6_CD01_SITE-12-18-O6.DWG

~'~,s • 0 7. 0 7 3 1
G FA
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DB. 1415, Pg. 38
Map Book 9, Pg. 120
243PG038
r
Ralph C. King
DB. 1195, Pg. 189
Map Book 9, Pg. 120
243PG039
~~
SP
DISP
AF
SEE SHEET 10.1 OF 16 FOR
PROFILE B-B
150'
AXL
a
~~
26"
LIVE
OAK
P.

SILT FENCE

Ralph C. King
DB. 1195, Pg. 189
Map Book 9, Pg. 120
243PG040
~,
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L 1CAMA12006 CAMA FILESl02-06-550 --- PELICAN POINT MARINA, TIM MOON1X16006
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l 1
PRELIMINARY PLAN: NOT FOR CONSTRUCTION '
",~2~ COASTAL MARSH/"4o4"
LAND MANAGEMENT GROUP INC. 11; ', LINE
BULKHEAD NOTES AND CALCULATIONS ~~ ~~
i. NORMAL HIGH WATER RUNS ALONG '; ~~
EXISTING BULKHEAD EXCEPT `, ~t
WHERE NOTED. ~1 ~~, PROPOSED
2. "404" LINE FOLLOWS BULKHEAD ~~ ~ BULKHEAD
EXCEPT WHERE NOTED ~~ \`~
3. LINEAR LENGTH OF PROPOSED ~~ `,
BULKHEAD: ~394~ \ `~
4. FILL AREA BEHIND PROPOSED `~` `,
BULKHEAD: 36i FT2 `~ ~ ~'
5. AVERAGE DISTANCE WATERWARD ` ~ , ~~
OF NHW: ~i' ~~
6. FILL AREA OF RAMP:35' BY 241 ~ PROPOSED
BULKHEAD
EXISTING~l7LKHEAD j
r' ~ ~' NORMAL HIGH
' ~ WATER
~~ ~~ 1`~1
" `.\ ~ r i
" ~'\, " ;
- ~~ JOINT COASTAL
- ~ - ~ ~ - - r " " FILL AREA BEHIND '; MARSH & "404" LINE
____~ i
BULKHEAD BELOW 1 ENDS
NHW (HATCHED) '
POUFFE ---,,,
PROPOSED WALKWAY 3o C~"" " `,
~.
~, RAMP FILL `~ ~
~~, "
_ ~ ~ (1 XISTING BU~LKIi~AD
NORMAL H
W
.NLW
X66
PROPOSED
BULKHEAD
NORRIS & WARD
Land Surveyors, P.A.
law M. Nark, P.1.5. IJ01 Thanobao Raod SW, Cdobo~h, N.C. 18167
Rondy 0. Wad, P.LS, Phma~, 910-579-5608 Faa~. 910-519-5675
ENGINEERING BY:
Norris, Kuske and Tunstall
Consulting Engineers
LAND/SITE PLANNING BY
Cline Design Assosiates, P.A.
DOCK DESIGN BY:
Sound Marine Inc.
S
Pelican Pointe Marina ,Inc
DB. 801, Pg. 1052
257AB01101
GRAPHIC SCALE
30 p 15 30 60
( IN FEET )
inch = 30 ft.
G
r~~~
`~~I°~~=
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~.' ~f , ,' i;;;
COAST
H LINE
,P.NO INKIVRGHFdRhI'?GROUP rNc
~F
~_~~~-~)
'iii ~, ~r=,~a
__ ' ~I,'J.~li
LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS
PO BOX 2522 TELE: [phone]
WILMINGTON, N.C. 28402 FAX: [phone]
EMAIL: infoQ~lmgroup.net
PROPOSED BULKHEAD
OCEAN I SSE M AR N A
PROJECT: Pelican Polnt Morino OCEAN ISLE BEACH BRUNSWICK COUNTY
CLIENT: nM MpoN JOB # 02-06-550
CADFILE: xlspos cool_SITE DATE: i2.tt.os
DRAWN BY: CLC REVISIONS: 2.6.07
SCALE: ~"=30'
SHEET 11.1 OF 16

0'0731
GRAPHIC SCALE
0 2.5 5
( IN FEET) Norris, Kuske and Tunstall
1 inch = 5 rt. Consulting Engineers
^"°M"""G~~T°R°°P~° LAND MANAGEMENT GROUP INC
,,..
SECTION
1"=5'
CONT I1S5 6x4x U4 WALER
FACE CF OLD S11EEfPILE
FACE OF NEW 511f.ETPILF.
e
DETAIL s
= I o'-o"
e
DETAIL
2 U2"CLEAR
p6Q 18"O.C.(NORTh-50UiH)
I I /2"CLEAR
d6 n~6" O C_(EAST-WES
6_CO'
DREDGE CEf'T!1
6R6 TOP d BO
p4 71E5 (~ 12"0.
cc((,,q~ x Coq ED0555 STEAL 511EE1'PILE ~
CS 55 ST~P~S~FE'PITING
CONi 1155 6x4x i I4 WALER
9~~f~01~ElEV, - 15.0
`° `' ENVIRONMENTAL CONSULTANTS PROPOSED BULKHEAD DETAILS
~~~ ~ PO BOX 2522 TEIE: [phone]
~~`'~ WILMINGTON, N.C. 28402 FAX: [phone] O C E A N S ~ E M A R N A
~,~~'~~%~~~I jl EMAIL: info~lmgroup.net
J U
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PROJECT:
CLIENT:
CADFILE:
DRAWN BY:
SCALE:
DETAIL 3
e
I " = 10'-0"
Pellcon Point Marino
nM MoDN
X16006 CD01_SITE
CLC
MULTIPLE
H
U
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I"~
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OCEAN ISLE BEACH BRUNSWICK COUNTY
JOB # 02-06-550
DATE: 12.11.as
REVISIONS: 1.25.07
SHEET 11.2 OF 16

WOODEN SLAT WALKWAY
I
X6.00' (ASSUMED)
GRAPHIC SCALE
4 p 2 4 8
-- -
( IN FEET )
1 inch = 4 ft.
c
S~ C
~0 QQ-
\~Q ~~ ~~~
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S1IEETPILE
- 15.0 (TYP.)
~~F:~w"~~"~~~. t`1
t l... t.; EE 7~ Y,t. r.~~.i i•
PRELIMINARY PLAN: NOT FOR CONSTRUCTION
"y~"'~"~~~'~~~°°°w°
~ ~,.. LAND MANAGEMENT GROUP INC PROJECT: Pelican Point Morino ocEAN ISLE BEACH BRUNSWICK COUNTY

~~r-~~~~~
~~~~ ~~
ENVIRONMENTAL CONSULTANTS CANTILEVERED WALKWAY
cuENT: nM Moog
J08 # 02-06-550
~~'
e PO BOX 2522 TELE: [phone] CADFiLE: X16006 CD01_SITE DATE: 2.s.o~
=at
. J
sP ,~~' WILMINGTON, N,C. 28402 PAX: [phone] 0 C E A N IS L E MARINA DRAWN BY: CLC REVISIONS:
1~~~1~1~(~ ~~ EMAIL: info~lmgroup.net
SCALE: ~"=4'
SHEET 11.3 OF 16

HEAVY DUTY
rnnirorTr- I ..~ „~~

LAND MANAGEMENT GROUP INC.
AEC NOTES AND CALCULATIONS
i. TOTAL AEC AREA AS PROPOSED:
~50,40o F'I'2
2, TOTAL IMPERVIOUS COVER WITHIN
PROPOSED AEC: 32,834 FT2
(HATCHED)
3. PERCENT IMPERVIOUS IN PROPOSED
AEC: 65
MORRIS & WARD
Land Surveyors, P.A.
Sl.w M. Nortl., P.15. IJOt Thoma.Awo pond SW, Cdaboeh, N.t. 28187
Rmay o. word, P.i.s Phonc o~o-sn-8808 v,~ elo-s7e-sass
ENGINEERING BY:
Norris, Kuske and Tunstall
Consulting Engineers
LAND/SITE PLANNING BY:
Cline Design Assosiates, P.A.
DOCK DESIGN BY:
Sound Marine Inc.
PRELIMINARY PLAN; NOT FOR CONSTRUCTION
GRAPHIC SCALE
30 p 15 30 60
(IN FEET )
1 inch = 30 ft.
CONCRETE
(HATCHED ) IMPERVIOUS COVER
(HATCHED ~ ),
75' AEC LINE
9
D~
d
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LAND MANAGEMENT GROUP INC PROJECT:
ENVIRONMENTAL CONSULTANTS PROPOSED AEC IMPERVIOUS CLIENT:
PO BOX 2522 TELE: [phone] CADFILE:
WILMINGTON, N.C. 28402 FAX: [phone] C E A N IS LE MA RI NA DRAWN BY
EMAIL: info~lmgroup.net
SCALE
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Pelican Polnt Marlnc OCEAN ISLE BEACH BRUNSWICK COUNTY
PM MOON JOB # 02-06-550
xlsoo6_cool_s1TE DATE: 12.itos
cLC REVISIONS: 2.s.o7
t"=3o' SHEET 12 OF 16

LAND MANAGEMENT GROUP INC.
AEC NOTES AND CALCULATIONS
>,. TUTAL IMPERVIOUS COVER WITHIN
EXISTING AEC; 33,684 FT2 (HATCHED)
2. TOTAL IMPERVIOUS COVER WITHIN
PROPOSED AEC: 32,384 FT2
3. PERCENT IMPERVIOUS IN PROPOSED
AEC; 65%
4. EXISTING IMPERVIOUS CONSISTS OF
PACKED GRAVEL, CONCRETE AND
BUILDINGS
NORRIS ~c WARD ~
Land Surveyors, P.A.
Stan M, NdrNd, P.LS. 1JOI Thpnaxboro Raad SW, Cdaboxh, N.C. 28187
Rmdy D. Mtrd, P.1.5. Phmc 910-579-5898 iax: 910-579-5825
ENGINEERING BY:
Norris, Kuske and Tunstall
Consulting Engineers
LAND/SITE PLANNING BY:
Cline DesignAssosiates,P.A. °-
N
DOCK DESIGN BY:
Sound Marine Inc. ~ ~'
PRELIMINARY PLAN: NOT FOR CONSTRUCTION
GRAPHIC SCALE
1
30 0 15 30 60
CP
(IN FEET )
1 inch = 30 ft.
75' AEC LINE
N
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IMPERVIOUS COVER
(HATCHED ®),
CAL MARSH
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~'~r"^k"~~~M`Nw°°°,J.~~x° LAND MANAGEMENT GROUP INC PROJECT: Pelican Polnt Marina OCEAN ISLE BEACH BRUNSWICK COUNTY
z'.,~~
~~~~~ `~ ENVIRONMENTAL CONSULTANTS EXISTING AEC IMPERVIOUS CLIENT, TIM MooN JOB # 02-06-550
~
~`-=~~_~ PO BOX 2522 TELE: [phone] CADFILE: X16006_CD01_SITE SATE: 12.06.06
._,~ -~' WILMINGTON
N
C
28402 FAX
910
452
0060 ~ ~ ~ ~ ~ ~ ~ ~ M ~ R ~ ~ ~

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- DRAWN BY; CLC REVISIONS: 1.25.07
~~~~~i((~i EMAIL: info®Imgroup.net
SCALE: ~"=30'
SHEET 13 OF 16

TEMPORARYIPERMANENT
GRASS SPECIFICATION 0 7. 0 7 3 1
NOTES:
4 GA. 6x6 MESH o
TANDARD FABRIC ~
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ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF-FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 " LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
ENGINEERING BY:
Norris, Kuske and Tunstall
Consulting Engineers
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND M!X WITH SOIL.
LIME; 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20~ CARPET GRASS
24% BERMUDA GRASS
20~ TURF FESCUE
10~ CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85~.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
~~;;r~ro
PRELIMINARY PLAN: NOT FOR CONSTRUCTION ,r,;~ ~ 1R ~,`„J,
;N~.°"`~.~F~EM~~R~°r~N~ LAND MANAGEMENT GRDUP INC
t~~
'~,~ ~, ENVIRONMENTAL CONSULTANTS SEDIMENTATION AND EROSION CONTROL DETAILS
GL=~--~ PO BOX 2522 TELE: [phone] O C E A N S L E M A R i N A
_~~~=~ WILMINGTON, N. C. 28402 FAX; (910) 452-D060
~!,,~~~,j,~_~i EMAIL; info~imgroup.net
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRI(
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
PROJECT: Pelican Polnt Marina OCEAN ISLE BEACH BRUNSWICK COUNTY
CLIENT: ¶M MOON JOB # 02-06-550
CADFILE: xl6oos_000t_sITE DATE: ~2.>>.os
DRAWN BY: CLC REVISIONS, 1.25.07
SCALE: NA SHEET is of 1s

EROSION CONTROL NOTES AND MAINTENANCE PLAN:
DIVERSION STRUCTURE
OUTLET STRUCTURE
OR BYPASS
IP-RAP
FLOW
`SPREADER
I"'-- 50" MIN.
~. .
SECTION A-A
9
DIVERSION STRUCTURE
RIP-RAP~SPREADER
/ MANMADE
50 FOOT
VEG. FILTER

VEGETATIVE SWAGE
NTS
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
DROP INLETS.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0,5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
WILL 8E SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
5. INSPECT TEMPORARY SEDIMENT TRAPS /CHECK DAMS AFTER EACH
9 PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE
STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK
THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT.
BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY
SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY
RIPRAP DISPLACED FROM THE SPILLWAY MUCT BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE
PROPERLY.
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF i VERTICAL
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE
CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 Ff. BELOW
THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS DENSE VEGETATIVE COVER.
PRELIMINARY PLAN: NOT FOR CONSTRUCTION
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED,
ENGINEERING BY 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL % ~~ ; ~~a` ~ kW i
: PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT ~~,,41 ~~ra ~ :,
~t
~~

Norris, Kuske and Tunstall CLOSE-OUT. ,
~
~'
Consulting Engineers ~' ~`~ ~~" ` `~"I
^r'°r~'
'~~JU`~`~~,~~~"°~~ D MANAGEMENT GROUP INC PROJECT: Pelicon Point Marina OCEAN ISLE BEACH BRUNSWICK COUNTY
. LAN
"° x NT
T CLIENT: nM MooN JOB # 02-06-550
A
ENVIRONMENTAL CONSUL
S SEDIMENTATION AND EROSION CONTROL DETAILS
L
'~~`~~ CADFILE: X16006 cDO1_SITE DATE: 12.11.06
=
`1~;'~
~~---~ PO BOX 2522 TELE: [phone]
WILMINGTON, N.C. 28402 FAX: [phone] OCEAN S L E M AR N A
DRAWN BY:
CLC
REVISIONS: 1.25.07
~~t'
~(~i7 EMAIL: info~lmgroup,net SCALE; NA SHEET ~ 6.2 OF ~ 6
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BUILDING I POSSIBLE
FUTURE DEVELOPMEN
AND HAS BEEN
REMOVED FROM PLAN
, AT T}iIS TIME ~ _
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~~
TEMPORARY CRAYEIFD
Cp151RUCTN7N ENIAANCE
INV
INV
INV •5.90 l

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SURVEY NOTES
AOJOININC PROPERTY ONNERS BASEO ON
INFGRMA710N FOUND IN THE BRUNSNICN COUNTY
TA% OFFICE
BASED ON BRUNSNICN COUNTY FLOOD INSURANCE
RATE MAPS THIS PARCEL APPEAA$ TO BE IN
FLOOD ZONE 'C'.
ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES.
ELEVATIONS BASED ON NAVD 1986
USAGE Intr°-Cpp9tol W°terw°Y
o. N ~ -
p~N
40 ~ SITE STORMWATER NOTES:
1. THERE ARE NO WETLANDS WITHIN THE PROJECT
`D d Street AREA.
Al~re 2. ALL RUNOFF FROM EXISTING AND PROPOSED
IMPERVIOUS AREAS WITHIN THE DRAINAGE BOUNDARY
SHALL BE DIRECTED TO THE INFILTRATION TRENCHES.
.07.0731
PROPERTY BOUNDARY
ENGINEERING BY:
Norris, Kuske and Tunstall
Consulting Engineers
LAND/SITE PLANNING BY:
Cline Design Assosiates, P.A.
DOCK DESIGN BY:
Sound Marine Inc.
r ~ t t.•, F.4. ~ ,
aD o +o Bo 160 -
~ ls~r`. ~F1 + a I
I''
( IN FEET )
1 inch = 80 ft.
PRELIMINARY PLAN: NOT FOR CONSTRUCTION
AND M6NdDElAEIiT OA.9UF,~.
~~ LAND MANAGEMENT GROUP INC PROJECT: Pelicon Point Marina OCEAN ISLE BEACH BRUNSWICK COON
,,

~K~ ~
ENVIRONMENTAL CONSULTANTS S TO RMWATER PLAN
CLIENT: nM MooN
JOB # 02-06-550

~_--i

PO BOX 2522 TELE: [phone]
CADFILE: xtsoos_coal_slrE DATE: 2.s.o~
~'`°°`'`''
~ WILMINGTON
N
C
28402 FAX
[phone] 0 C E A N IS L E MARINA RAWN

_-
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.
.
: BY: CLC
D REVISIONS:
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9 P~

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, SCALE: ~
=80 SHEET 16.3 OF 16

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