71-14 NC WRC

Permit Class
NEW
Permit Number
71-14
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
s
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to NC Wildlife Resources Commission,1718 NC Hwy. 56 W, Creedmoor, NC 27522
Authorizing development in Onslow, County at Turkey Creek, 619 Turkey Point Road,
Holly Ridge , as requested in the permittee's application dated /5 15/14, including the
attached workplan drawings (15) 8 dated 8/13/13 and 7 dated 7/30/13
This permit, issued on August 6, 2014 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
)e subject to lines, imprisonment or civil action; or may cause the permit to ne min anc voia.
Upland Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the development of the above referenced property, including the associated
driveways and parking areas, all as expressly and specifically set forth in the attached permit
application and workplan drawings. Any additional land disturbing activities and/or construction
may require a modification of this permit. Contact a Division of Coastal Management representative
at [phone] for this determination.
(See attached sheets for Additional Conditions)
This permit action'may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2017
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
,,nu -Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

NC Wildlife Resources Commission Permit #71-14 r
Page 2 of 4
ADDITIONAL CONDITIONS
Boat Launch Pier
2) This permit authorizes only the pier, and other structures and uses located in or over the water that are
expressly and specifically set forth in the permit application. No other structure, whether floating or
stationary, shall become a permanent part of this pier without permit modification. No non -water
dependent uses of structures shall be conducted on, in or over public trust waters without permit
modification.
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the pier.
Any sewage discharge at the pier shall be considered a violation of this permit for which the permittee is
responsible. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
4) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
5) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
6) _ This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
7) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
8) The applicant shall place a Primary Nursery Area education poster in the existing kiosk, to educate users
of the facility on the importance of a Primary Nursery Area.
9) This permit does not authorize any formalized boatslips.
Boat Ramp
10) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
11) Excavation and ground disturbing activities, associated with the placement of the boatramp, above and
below the normal high water line shall be limited to that absolutely necessary to establish adequate ramp
slope and provide a ramp no greater in size than specified in the attached permit application and
workplan drawings.

NC Wildlife Resources Commission
Permit #71-14
Page 3 of 4
ADDITIONAL CONDITIONS
12) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted with the exception of those authorized impacts necessary for the
construction of the boat ramp. New dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
13) In order to protect juvenile finfish resources, no excavation shall be permitted between April 1 and
September 30 of any year, unless a turbidity curtain is used, without priorapproval of the Division of
Coastal Management.
Spoil Disposal
14) All excavated materials shall be confined above normal water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
15) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
16) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
17) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
Free Standing Bulkhead
18) The new freestanding bulkhead. shall be placed in the same alignment as the existing, deteriorated
bulkhead.
19) The freestanding bulkhead shall be solid and constructed of treated wood, metal or vinyl sheet piles, or
other suitable materials approved by Department personnel.
20) The permit does not authorize the placement of back fill material, tie backs, deadmen, cables, etc. in
association with the freestanding bulkhead.

NC Wildlife Resources Commission Permit #71-14
Page 4 of 4 a
ADDITIONAL CONDITIONS
General
21) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
22) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
23) The permittee and/or his contractor shall meet with a representative of the Division prior to project
initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 14-0567.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2014-00433.

IN Mr-1
APPLICATION for
Miler Development Permit
(last revisal 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (if applicable)
Turkey Creek Boating Access Area
Applicant 1: First Name
Preston
MI
B
Last Name
Royster
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page fs) with names listed.
Mailing Address
1718 NC Hwy 56 W
PC Box
City
Creedmoor
State
NC
ZIP
27522
Country
USA
Phone No.
919-707-0376 ext. E-.919-528-2524
FAX No.
Street Address (d different from above)
City
State
ZIP
Email
preston. [e-mail]
2. Agent/Contractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent( Contractor 1: First Name
MI
Last Name
Preston
B
Royster
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PC Box
City
State
1718 NC Hwy 66 W
Creedmoor
NC
ZIP
Phone No. 1
Phone No. 2
27522
919-707-0376 ext.
919-930-4227 ext.
FAX No.
Contractor #
919 528 2624
Street Address (A different from above)
City
State
ZIP
Email
[e-mail]
RECEIVED RECEIVED
<Form continues on back> DCM WILMINGTON, NC
rJUN 0 2 2014 MAY 21 20144
252-8ud-L8ud .. i-886-4RCOAST .. www.ncco83talr,
DCM Muni c1TV

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Locadon
County (can be multiple)
Street Address
State Rd. #
Onslow
619 Turkey Point Rd
SR 1503
Subdivision Name
City
State
zip
N/A
Holly Ridge
NC
28445 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
N/A - ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Turkey Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the dosest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Intracoastal Waterway
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.
N/A
4. Site DownpSon
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
386
108377
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
108377
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3 ❑NHW or ®NWL
e.
Vegetation on tract
Grass and small trees. A portion of the site contains 404 and Coastal wetlands.
f.
Man-made features and uses now on tract
Existing boat ramp, fixed docks, and gravel parking lot
g.
Identify and describe the existing land uses ad6acent to the proposed project site.
Residential, built upon lots on both sides of the site
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
WA
(Attach zoning compliance certificate, if applicable)
❑Yes []No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yea ONo ❑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?
<Form continues on next
.v. uce
j� RECEIVED RECEIVED
■i DCM WILMINGTON, NO
JUN 0 2 2014 MAY 21 2014
s to lm a n,: _i. Ft oat
DCM="D CITY

Form DCM Mp-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
in. (i) Are there wetlands on the site?
®Yea ❑No
(ii) Are there coastal wetlands on the site?
®Yes ❑No
(III) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes [:]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are no existing or planned restrooms or wasterwater facilities on the site
o. Describe existing drinking water supply source.
There are no existing or planned restrooms on the site.
p. Describe existing storm water management or treatment systems.
There are no existing stormwater treatment or management systems on the site.
Runoff from the site drains directly into the
adjacent wetlands and Turkey Creek via sheet flow. There are no pipes or concetrated discharge points.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®PubliMGovemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The site is to be used a boating access facility to provide the public with access to Turkey Creek and the Intracoastal
Waterway. Upon completion, the site will consist of a two boat ramps, a floating dock, and the associated parking.
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.
Construction equipment will consist of excavators, dozers, dump trucks, motor graders, backhoes, pile drivers, and
potentially barges and cranes. All equipment will be stored on site, or in the case of water -based equipment, moored on the
shore in an area that has construction planned to minimize impacts.
d.
List all development activities you propose.
Construction will include 2 launch ramps, 1 floating dock (between the ramps), new vinyl breakwater walls on each side of
the ramp to minimize impacts of ramp construction, and boat trailer and single vehicle parking spaces
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 53,000 ®Sq.Ft or ❑Apes
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No ❑NA
that the public has established use or?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Runoff from the site currently drains into adjacent wetlands and Turkey Creek via sheet flow. A portion of the site drains
down the ramp into Turkey Creek. We are proposing to maintain sheet flow from the proposed parking lot as it currently
drains. Runoff from the ramp Itself will drain directly into Turkey Creek, however the uphill apron will drain away from the
water, forcing runoff to flow into adjacent grassed and wetland areas prior to entering the creek. No pipes or other
concentrated discharge points are proposed for this site.
i.
Will wastewater or stonmwater be discharged into a wetland? ®Yes []No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yea ❑No ®NA
I.
Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal. RECEIVED
<Form continues on back>
W I
JUN 0 2 2014
D
DCM WILMINGTON, NC
MAY 212014
a='lCM-MIRI ment.net J

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnfornation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Edgar and Barbara Midgett Phone No.
Address 1503 Rocky Run Road, Jacksonville, NC 28546
Name Troy, Robert, and Waiter Parker Phone No.
Address 580 Turkey Point Road, Sneads Ferry, NC 28460
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, parmillee, and issuing dates.
h. Signed consultant or agent authorization forth, it applicable.
I. Wetland delineation, it necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), it necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
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 VI5/IV Print Name 1YG-tll4_ IpPtSr rd IH*ShR
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development RECEIVED
®DCM MP-4 Structures Information
JUN 0 2 2014 RECEIVEL
DCM WILMINGTON, NC
2-2-is08-2h06 .. 5-isLei 4RC0AZ,F .. ..set

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Aces"
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
7'
43'
Width
41'
38'
Avg. Existing
Depth
3.5'
3'
NA
NA
Final Project
Depth
g
g
NA
NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
81 cy
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of the excavation in these areas:
Excavation below the normal water level is to remove the
existing ramp and install the stone base for the new ramp
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Concrete from the old ramp and unsuitable material will be
hauled to the Onslow Couny Landfill
c. (1) Do you claim title to disposal area?
❑Yes ❑No ®NA
(it) If no, attach a letter granting permission from the owner
❑This section not applicable
Type of material to be excavated.
Existing concrete ramp, sand, organic muck
d. High -ground excavation in cubic yards.
267 cy
b.
lilim'Uf7Pfi1
area.
❑This section not applicable
d. (I) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(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
(it) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(it) If yes, how much water area is affected?
' dr
JUN 0 2 2014
_. c+VED
DCU W4LMINGTON, NC
252-808-ZHUB ;k 1-688 4RCOAS1 w'.;, .,,fnfri t- +nt•nt,,. £ V DIN-MMM revasedc n2126/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 68' & 68;
[]Bulkhead ❑Riprap ®Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 5Y
e. Type of stabilization material:
Vinyl sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
Width: it
d. Maximum distance waterward of NHW or NWL: 50'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(11) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
III) Amount of material to be placed in the water 124 c
(iii) Dimensions of fill area 43'x38' (in water)
(iv) Purpose of fill
To bring site up to proposed grades, to make positive
drainage, and to construct the ramp
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
A temporary spoil area with a double row of sift fence
c. (1) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(II) If yes, explain what type and how they will be implemented.
slls
Turkey Creek Boating Access Area
Project Name
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 54 sf ❑SAV ❑SB
❑WL _ ®None
III) Describe the purpose of the fill in these areas:
To construct the driveway access to the ramp
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator, dozer, badkhoe, motor grader, roller, dump truck, pile
driver, barge (potentially), crane (potentially)
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No [:]NA
III) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
NGuRG - PIaEST cNyf�L)L
Applican ame
Applicanttur ? �hL RECEIVM RECEIVED
CM WILMINGTON, NO
r,UN 0 2 2014 MAY 212014,
revrc.---
DCM-MHD MY

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 4
Boat ramp (x2), Floating dock, Breakwater/Groin, Parking
Lot
C. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: Will be submitted and permit
obtained prior to beginning work
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
22.7%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
29.3%
j. Describe proposed method of sewage disposal.
There are no proposed restrooms or sewer services on the
site
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'Wash down" and residential discharges).
Stormwater will be discharged from the site via sheet flow
as it currently does. No pipe outlets or concentrated
discharge points are proposed.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
+/- 53,000 sf (1.22 ac)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete and asphalt pavement
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(it) If yes, list the date submitted: The stormwater submittal will
be made to Linda Lewis at the same time the CAMA
submittal is made.
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes []No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
RECEIVED RECEIVED
DCM WILMINGTON, NO
JUN 0 2 2014 MAY 212GK
DCM-MRD CITY

..
4y` �� ,...

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
There are no restroom or drinking water facilities proposed
on the site
o. When was the lot(s) platted and recorded?
August 1970
Date
Turkey Creek Boating Access Area
Project Name
NCuRG - MlroN JZPYsreR
Applies Name
x g �7
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(III If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
252-JBM2808 :: 1-888.4RCOAST :: www.necodstdrmanagement.net
XCTVED RECEIVED
DCM WILMINGTON, NC
IUN 0 2 2014 MAY 21 2014
DCM-MHD CITY

Form DCM MP-4
STRUCTURES
(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/marina:
❑Commercial OPubliclGovemment ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes []No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 1 floating
If yes:
(iii) Length 60' (floating)
(ii) Number _
IN) 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
(ii) Number
(iii) Length
(iii) Length
(iv) Width
(iv) Width
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripme dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
None - Temporary tie-up for loading/unloading only
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0
❑ Dockage, fuel, and marine supplies
❑ Dockage ( wet slips") only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
❑ 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: 20'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(a) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Recreational boaters and fishermen - any boats that may
be transported on a trailer
I. (!)Will the facility be open to the general public?
®Yes ❑No
RECEIVED RECEIVED
1� ll DCM WILMINGTON, NC
JUN 0 2 2014 MAY 212014
i1CM=M" CITY

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MAR/NA 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: _; location:
❑ Showers
❑ Boathokling tank pumpout, Give type and location:
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.
i.
Give the number of channel markers and "No Wake" signs proposed.
Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j.
What will be the marina 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 marina, what types of services are currently provided?
m.
Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes []No
UN 0 2 2014
RECEIVED
DCM WILMINGTON, NC
MAY 212014

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shelfsh harvesting area?
❑Yes ❑No
o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL []None
p. Is the proposed manna/docking facility located within or within close proximity to any shellfish leases? []Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublictGovemment ❑Private/Community
(it) Number
(III) Length _
(iv) Width
Note: Roofed areas are caloulated from ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. It a rock groin, use MP-2, Excavation and Fill.) ❑This section not applicable
a. (i) Number 2
(ii) Length N.
(Ili) Width 1'
15. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a. Length 68'
C. Maximum distance beyond NHW, NWL or wetlands
50'
b, Average distance from NHW, NWL, or wetlands
50,
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 RECEIVED
DCM WILMINGTON. NC
JUN 0 2 2014 -� MAY 212014
revhed:
DCM-MHD CITY

="orm DCM 111i (structures, Page 4 of •'
a. Proximity of structure(s) to adjacent riparian property lines
173'+/- to the west and 127'+/- to the east
Note: For buoy or mooring piling, use am of swing including length
of vessel.
c. Width of water body
1200'+/-
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
The nearest docking facilities are private docks
approximately 210 ft to the northwest
d. Water depth at waterward end of structure at NLW or NWL
-6' at NWL
8. OTHER ®This section not applicable
a. Give complete description:
4lf5�1q
Date
Turkey Creek Boating Access Area
Project Name
)rX'YsTi;z — NCuRG
Appli nt Name
Applicant Signatur
RECEIVED RECEIVED
I DCM WILMINGTON. NC
JUN 0 2 2014 MAY 21 2014
252-808-2808 :: 18884RCOAST :: www.nccuastal_management.net
DCM-Mn CITY

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.North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 18, 2014
N.C.WRC
Attn: Preston Royster
1718NC Hwy 56 W
Creedmoor, N.C. 27522
Dear Sir or Madam:
John E. Skvarla, III
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored
form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign
both the original and the copy and return the copy, to this office in the enclosed envelope. Signing the permit and
proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-
121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty
(20) days of this decision on your permit. You should also be aware that if another qualified party submits a valid
objection to the issuance of this permit within twenty (20)'days, the matter must be resolved prior to work initiation.
The Coastal Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance requires
additional approval. Please read your permit carefully prior to starting work and review all project plans, as
approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully
understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise
concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel
at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally
important coastal resources.
Enclosure
Sincerely,
a e w
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, NC 28557
Phone: [phone] \ Internet: httu:Hi)ortal.nedenr.org/web/cm/
An Equal Opportunity I Affirmative Action Employer— Made in part by recycled paper

IIDCM Coordinator: l� w� �/ Permit
MAILING DISTRIBUTION SHEET
Permitee:
Agents:
1DCM Field Offices
Elizabeth City
Morehead City
Washington SS
i mington S p
US ACOIE Offices:
(with revised work plan drawings)
Washington: Raleigh Bland
Wilmington: oruue r �
Cultural Resources: Renee Gledhill -Early or ( vironmental.review@nc cd r.gov)
Public Water Supply: D e W' ' O)_
Joey White (WARD)
RTC DOT: en Pac
Shellfish Sanitation: i Fowler
State Property:
Water Resources:
aren Higgins aaleighb
i ennessy (NC DOT)
Washington:
Anthony Scarborough �
Wilmington:
eenhuis — 401 r�
Chad Coburn - 401
Linda Lewis - Stormwater
Wildlife Resources:
is Dunn (WARO)
LPO:
Fax Distribution: Permitee #:
Agent #:
J

Howell, Jonathan
From:
Smith, Ronnie D SAW [Ronnie. [e-mail]]
Sent:
Monday, June 09, 2014 10:36 AM.
To:
Howell, Jonathan; Dail, Jason
Cc:
Coburn, Chad
Subject:
Turkey Creek BAA (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Upon further review, this project will be processed as a NWP 3 and GP 56. We will be mailing
the applicant a verification letter. The manatee condition will be included.
Ronnie D. Smith
Project Manager
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Phone: [phone]
Fax: [phone]
Email: ronnie.d.smith(@usace.armv.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer
Service Survey is located at:
http://regulatory.usacesurvev.com/.
Thank you for taking the time to visit this site and complete the survey.
Classification: UNCLASSIFIED
Caveats: NONE
t

2.
4.
51
7.
J
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NCWRC/Turkey Point Boat Ramp.
LOCATION OF PROJECT SITE: The property is located at 619 Turkey Point Road, adjacent to Turkey Creek,
in Holly Ridge, Onslow County.
Photo Index - 2006: 29-6577, K-L, 10-11 2000: 29-393, M-N, 15 1995: 29-380, L-M, 23-24
State Plane Coordinates - X: 2462441 Y: 274381 GPS File: N-052214A
Lat:34°29'39.44"N Long:77°27'55.25"W
INVESTIGATION TYPE: CAMA/DREDGE & FILL
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/22 /14
Was Applicant Present — No
PROCESSING PROCEDURE: Application Received — Complete on 5/21/14
Office — Wilmington
SITE DESCRIPTION
(A) Local Land Use Plan — Onslow County Classification From LUP - Developed
(B) AEC(s) Involved: EW, ES, CW, PT
(C) Water Dependent: Yes
(D) Intended Use: Public/Community
(E) Wastewater Treatment: Existing —None
Planned -None
(F) Type of Structures: Existing — Parking lot, boat ramp and fixed docks
Planned — Replace boat ramp and floating dock and improve parking.
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
HABITAT DESCRIPTION: [AREA]
DREDGED EMLED OTHER
(A) Vegetated Wetlands — Coastal
64 ft2
(B) Non -Vegetated Wetlands — open
2,795 ft.�
water
(incorporated)
(C) Other
1,600 ft.2
+/-53,000 ft.'
(shallow bottom)
(highground)
(D) Total Area Disturbed: 57,459 ft z (1.31 acres)
(E) Primary Nursery Area: Yes
(I) Water Classification: SA-ORW Open: No
PROJECT SUMMARY: Applicant is proposing to rehabilitate the existing boat ramps (2) and parking area.
JUN 0 2 Z014
ACM MHD CV

NCWRC — Turkey Point Boat Ramp
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 619 Turkey Point Road, adjacent to Turkey Creek, in Onslow County. To get to the
site from Wilmington, take NC Highway 17 north toward Jacksonville. Turn right onto Old Folkstone Road
(approximately 28 miles from Wilmington) and continue approximately 2.5 miles. Turn right onto Turkey Point
Road and travel approximately 1.7 miles. Bear right to stay on Turkey Point Road and the project site will be
located at the terminal end.
The project site is owned by the NC Wildlife Resources Commission and is approximately 2.48 acres in size,
with approximately 386 linear feet of shoreline frontage along Turkey Creek. Elevations at the site range from
2'-4' above normal high water (NHW) and water depths average approximately -2.5' deep at Normal Low
Water (NLW). The property is bordered by Turkey Creek to the south and west, and by vacant and residential
properties to the north, and east. There is an existing paved road (Turkey Point Road) that leads to the gravel
parking area of the ramp. Two boat ramps (+/- 12-15' in width) are located along the southern shoreline which
are accessible by two (2) fixed docks (3' x 30'). The ramps and the fixed dock are severely degraded and in
need of replacement.
As for the natural conditions at the site, the majority of the coastal wetlands are located to the south, along the
southern and eastern sides of the property; however, there is a small patch of coastal wetlands that is located
along the northern side of the existing boat ramp. Coastal Wetland vegetation in the vicinity of the existing boat
ramp include Glasswort (salicornia spp.), Spike Grass (Distichlis Spicata), Black Needlerush (Juncus
roemarianus), Salt Meadow Grass (Spartina patens) and Salt Marsh Cordgrass (Spartina alternii fora). The
coastal wetlands on site range in width from 2' to 50'.
The Onslow Land Use Plan classifies the upland areas of this project as conservation. The waters of the project
site are classified as SA-ORW by the NC Division of Water Quality. The NC Division of Marine Fisheries
HAS designated this area of Stump Sound as a Primary Nursery Area, and the waters adjacent to the proposed
project are CLOSED to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to replace the existing boat ramp (and dock) and improve the existing parking area.
In short, the applicant is proposing to remove the two existing concrete boat ramps, and fixed docks, and
replace the ramps in kind (two ramps each measuring 15' x 92'). The two existing fixed docks would be
demolished and replaced with one (8' x 60') floating dock, which would be located in between the two
proposed ramps. In addition, the applicant is proposing to stabilize the "ramp basin" by installing two vertical
breakwater walls (vinyl), each measuring 68' in length (as measured from the high ground, or +/- 50' from the
NHW line). The two vertical wall structures would be located along the outside edges of the new 15' x 92'
concrete ramp pads, one on each side of the ramp structure (approximately 34' apart).
In order to accomplish this task, the applicant is requesting approval to fill approximately 64 square feet of
coastal wetlands (primarily Smooth Marsh Cordgrass) along the northwestern side of the ramp. The vegetation
here is sparse and 64 sq. ft. of impact is quite liberal as far as impacts are concerned.
In addition to the filling of coastal wetlands, the applicant would also need to remove a minimal amount of
material within the footprint of the existing ramp, below the normal high water (NHW) level. In total,
approximately 81 cubic yards of material would be removed (38' x 43' x -3') from the ff sing the
concrete pads. The excavated material would be transported to the upland portion d i e an woid be
JUN 0 2 2014
DCM-MHD CITY

NCWRC — Turkey Point Boat Ramp
Page Three
spread through the site in preparation of the grading and resurfacing of the existing parking area The applicanl
states that the final depth at the end of the boat ramp (proposed final depth of -6.0', at normal low water
(NLW)) is necessary to achieve the appropriate slope for ramp use. The connecting waters along the outboard
side of the proposed ramp average -2.5' to -3.0' at NLW, which would leave a temporary depressing along the
toe of the ramp, until the material below the ramp stabilized. No additional excavation activities would take
place as there is sufficient water for navigation beyond the edge of the boat ramp. Similarly, no additional
wetland impacts are anticipated.
The upland development would consist of re -grading and paving the existing driveway and parking areas to
delineate parking for trailers, single vehicles and ADA access. According to the application package, the total
amount of earth work would be minimal, and limited only to what is necessary to re-level/grade and pave the
driveway and parking areas. In total, the current amount of impervious coverage at this site is +/- 29.56%, or
25,563 sq. ft., with the vast majority being allocated to the existing gravel driveway and parking areas. The
redevelopment plans (including paving the site) would result in a very small decrease in the amount of built
upon area, reducing the amount of impervious coverage to 29.35%, or 25,377 sq. ft. As stated, no new
concentrated outlets are proposed at this time as well as no new built upon areas. In total, approximately 53,000
sq. ft. of high ground disturbance would be anticipated as a result of the proposed work.
10. ANTICIPATED IMPACTS
The proposed boat ramps would fill approximately 1,600 ft.' of Shallow Bottom. The proposed vinyl
breakwater walls, boat ramp and floating dock would incorporate approximately 2,795 ft.2 of open water area
(Public Trust area). The proposed ramp installation would result in the filling of approximately 64 ft.2 of coastal
wetlands and the proposed approach and spoil disposal area would disturb approximately 53,000 ft.2 of
highground. The proposed excavation would result in the disturbance of approximately would disturb 1,600 ft.2
of shallow bottom (same as the ramp fill). The open water structures would comply with the '/e width limitation
and would be located within the applicant's area of riparian access.
Submitted by: Jason Dail Date: May 27, 2014 Office: Wilmington
rJ
RECEIVEDUN 0 2 2014

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: NCWRC COUNTY: Onslow
PROJECT NAME: Turkey Creek Boating Access Area
LOCATION OF PROJECT: 619 Turkey Creek Rd, adjacent to Turkey Creek / Stump Sound, in HoAy Ridge
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 5-21-14
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Dail
DISTRICT MANAGER REVIEW: %lam
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC ): 5-31-14
ADJ. RIP. PROP NOTICES RECD:
APPLICATION ASSIGNED TO: cS
C) 75 DAY DEADLINE:
MAIL OUT DATE: 5-29-14
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE DENY
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE RECD: 400
END OF NOTICE DATE: 6-21-14
DEED RE 5- -14
ON:
150 DAY DEADLINE:
STATE DUE DATE: 6-21-14
FED COMMENTS RECD:
f071% a"1
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
y. IN
Land Quality Section (DEMLR)
6' L(- I N
✓
Sit
Division of Water Resources (401)
%•3 -) y
Storm Water Management(DEMLR)
-tb-IN
/✓
✓
State Property Office
1g-IY
Division of Archives & History
b-13-14
✓
Division of Environmental Health
Division of Highways
RE�EIVLD
Wildlife Resources Commission
/4
✓
C .aka
Local Permit Office
-10 - Iq
✓
Division of Marine Fisheries / DCM
JAI AQf VA)W ,
Corps of Engineers
6 S 1`1
fYa��o . bao s Kcn�1K
etas 6,6-1H ✓

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2014-00433 County: Onslow USGS Quad: Spicer Bay
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Mr. Preston Rooster
North Carolina Wildlife Resource Commission
1718NC Hiehway 56 W
Creedmoor, North Carolina 27522
Telephone Number:
Size (acres) 2_5 Nearest Town Holly Ridee
Nearest Waterway Turkey Creek River Basin White Oak
USGS HUC 03020302 Coordinates Latitude: 34.49466
Longitude:-77.46508
Location description: The protect area is located alone Turkey Creek, at 619 Turkey Point Road. in Holly
Ridge, Onslow County, North Carolina.
Description of projects area and activity: Turkey Creek BAA. This verification authorizes the discharge of fill
material into 1,600 square feet of waters of the United States for the replacement of the boat ramps,
construction of an 8' x 60' floating dock and the construction of two breakwater walls.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 3 and GP 56
SEE ATTACHED RGP or NWP GENERAL and REGIONAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance
with the attached conditions and your submitted CAMA application and information dated May 15, 2014.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to
a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvalstpermits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Ronnie Smith at 910-2514829 or by email at
rounie.d.smith(a),usace.army.mil
RECEIVED
Corps Regulatory Official: Ronnie Smith Date: June 11, 2014
Expiration Date of Verification: December 31, 20
JUN 2 5 2014

SAW-2014-00559
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ® There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued March 11, 2014. Action ID: SAW-2014-00559.
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corns
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for
the particular site identified in this request. The delineation/determination may not be valid for the wetland
conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or
anticipate participation in USDA programs, you should request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as
indicated in B and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331.
Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you
request to appeal this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
2

SAW-2014-00559
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by August
22, 2014.
• •It is not necessary to submit an RFA form to the Divisi Office if you do not object to the determination in this
correspondence."
Corps Regulatory Official:
Ronnie Smith
Date of JD: June 23, 2014
Expiration Date of JD: June 23, 2019
The Wilmington District is committed to providing the highest level of support to the public. To help us
ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at
http://regulatory.usacesurvev.com/.
Enclosures:
GP 56 Conditions
NWP 3 Conditions
Permit Drawings
Copy Furnished without Enclosures:
Mr. Jonathan Howell
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Mr. Jason Dail
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Joanne Steenhuis
North Carolina Department of
Environment and Natural Resources
RECEIVED
JUN 2 5 2014
DCM-MHD CITY

r -
•
SAW.201"0559
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405

AN
NCDET�IR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2014
Division of Coastal Management
MEMO:
TO: Shannon Jenkins
NH DEH
Shellfish Sanitation Section
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This a jency objects to the project for reasons described in the attached comments.
SIGNE DATE (P
7a how (� RtMVED
127 Cardinal Drive Ext., Wilmington, NC 28405
JUN 0 5 2014
Phone: [phone] \ FAX: [phone] internet: www nccoastalmanagement.net
An Equal opportunity\ Affirmative Acdon Employer DCV-V"ffDCt.

LTMA
...
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2014
Division of Coastal Management
MEMORANDUM:
TO: Mark Zeigler
WiRO
Division of Community Assistance
John E. Skvaria, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED lr,4A Pith I AI)e DATE toIa IIy
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www nocoastalmanacement.net
An Equal OppadwnlyI Allirmalive Action Empoyer

A -
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory
Governor
MEMORANDUM:
Natural Resources
TO: Jonathan Howell, DCM Assistant Major Permits Coordinator
FROM: Jessi Baker, DCM Fisheries Resource Specialist
SUBJECT: NCWRC Turkey Creek Boating Access Area
DATE: June 5, 2014
John E. Skvarla, III
Secretary
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject document for proposed actions that impact fish and fish habitats. The purpose of the project is to
make improvements at an existing WRC boat ramp. Turkey Creek is designated Primary Nursery Area (PNA) by
the North Carolina Marine Fisheries Commission.
Primary Nursery Areas are essential for post -larval and juvenile species of finfish, crabs and shrimp because
they afford food and protection during a vulnerable period of their life cycle. To protect such sensitive areas,
Coastal Resources Commission rules prohibit most new dredging in PNA. Operating vessels in shallow water
can result in "prop dredging".
To reduce prop dredging in the shallow PNA areas surrounding the ramp, additional channel markers should
be included in the approach to the ramp from the Turkey Creek channel to encourage boaters to avoid those
areas. Also, an existing PNA educational poster should be included at the kiosk to educate boaters on PNAs.
All dredging must occur either outside the in -water work moratorium of April 1 to September 30 or within
turbidity curtains. Please feel free to contact Jessi Baker at [phone] ext..213 or iessi.baker@ncdenrRov
if you have any further questions or concerns.
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] \ FAX: [phone] Internet: www.necoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2014
Division of Coastal Management
MEMORANDUM:
TO: Jessi Baker
Fisheries Resource Specialist
Division of Coastal Management
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
_This agency approves of the project only if the recommended changes are
Incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED � DATE �e WI LA
RECEIVED
rRC
N 02 2014
127 Cardinal Drive Ext., wlmington, NC 28405ww 61hi'Phone: [phone] \ FAX: [phone]Internet: wriocoastalmeni.
An Equal Opportunity \ Affirmative Action Employer

r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2014
Division of Coastal Management
MEMORANDUM: �
TO:-Heidifi9 7 D/4/V&
Public Water Supply 4b'�-oW
John E. Skvarla, III
Secretary
MAY Z 9 2014
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
RECEIVED
rJU
N 0 8 2014127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanaQement.net 1)CM-VHDCn7
An Equal opportunity 1 ANim abve Action Empoyer

d��►Q;a=
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2014
John E. Skvarla, III
Secretary
Division of Coastal Management RAY?
MEMORANDUM: 9 2014
TO: Dan Sams
District Manager
DEMLR - WiRO
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
/f 1 incorporated. See attached. A se-d.:( Jc,--��1( -4, �P1,(co.�la,.�
♦1 4llJ jir�✓:t' I`J Yt'LL�-S S<.: .�/ 1�:� 1TY,{-� r iM.T �.JYW'. V.1
Th' Y b t t th 1 t f r reas6>ris described in the attached comments
SIGNED
j is a�g�enc o jec s o e l., vj c o
DATE
VP R>r XVED m.
Jilt,' 0 e '2r114
127 Cardinal Drive Ext., Wilmington.. NC 28405
Phone: [phone] \ FAX: [phone]Internet: www.nccwastalmanaaement.n@ ....MC17Y
An Equal Opportunity \ Affirmative Action Employer

QWA
,W
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
John E. Skvarla, III
Secretary
May 29,2014 RECEIVED
Division of Coastal Management JUN 0 3 2014
MEMORANDUM: DOA
STATE PROPERTY
TO: Tim Walton OFFICE
Dept of Administration
State Property Office
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: Tjris agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED CZ�h. Mt\ DATE
RECMVBUU
127 Cardinal Drive Ext., Wilmington, NC 28405 rJUN 18 2014
Phone: [phone] FAX: [phone]Intemet: www.nocoastalmanacement.net
An Equal opportunity \ Affinnalive kfion Employer
I1Cs't ]YtHD CITY

x4' t�dl
Mate of XM4 Carolina_ omow _rjonnty
THIS DEED, Made this 4th day or August, 1970,
Julius B. Parker and wife, Ethel S. Parker,
of onslow County and State of North Carolina, of the first part, to
State of North Carolina,
*1 k3omnigcxnedc$�6acnfr#mmtxfhrafias, of the second part;
WITNESSETH, That acid parties of the first part for and in consideration of Ten ($10.00)
Dollars and other valuable considerations--------------------------Hcs}hGes, to
them paid by said part y of the second part, the receipt of which is hereby ac-
knowledged, ha ve bargained and sold, by these present do bargain, sell and convey to said
successors
party of the second part its / 3baisxand assigns a certain tract or parcel of
land in Stump Sound Township, Onslow County, State of North
Carolina,
bounded as follows, viz:
v Beginning at a concrete monument in the eastern right of way line of SR No. 1530,
said beginning point being located south 52 degrees 10 minutes east 30 feet from
a point in the center of the aforesaid road, which point in the center of SR No.
1530 is located in a somewhat southweetwardly direction 4,111.5 feet from the
center of SR No. 1529 when measured along and with the center of SR No. 1530;
thence from the beginning and running south 52 degrees 10 minutes east 157 flat t�
a concrete monument; thence south 21 degrees 30 minutes west 330 feet to an iron
pipe in the center of a mosquito control ditch; thence along and with ChA center
of the mosquito control ditch south 10 degrees 25 minutes west 117 feet, south
26 degrees 30 minutes west 106 feet, south 47 degrees 15 minutes west 19 feet to
another iron pipe; thence following along and with the shoreline of Turkey Creek
Bay north 15 degrees 50 minutes west 118 feet, north 30 degrees 15 minutes east I
63 feet, north 40 degrees 30 minutes west 41 feet, south 74 degrees 30 minutes weA
39 feet, north 45 degrees 35 minutes west 17 feet, north 20 degrees 25 minutes
west 68 feet, north 24 degrees 30 minutes east 40 feet, north 37 degrees 00
minutes west 49 feet, north 20 degrees 00 minutes east 44 feet to a concrete
monument; thence leaving the shoreline and running along the eastern right of ways
line of SR No. 1530 north 37 degrees 50 minutes east 362 feet to the beginning,
and containing 2.7 acres by actual survey of Roscoe Sandlin, Registered Surveyor.
REMW M
JUN 18 2014 DcM
DCMMHDCrrY
2014,
r

A
1
TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and appur.
successors
tenances thereto belonging to the said part y of the second part its / )$sins: and
assigns in fee simple, forever.
And the said part ies of the first part for themselves, their heirs, assigns, exe-
successors
eutm:v and administrators, covenant with said part y of the second part its / iwims
and assigns, that they are seized ofsaid premises in fee, and have the right to convey the
_ same in fee -simple; that the same are free and clear from all encumbrances,
and they will warrant and defend the said title to the same against the lawful claims
of all persons whomsoever.
:.:
12014J
N,N'

IN TESTIMONY WHEREOF, The said part ies of the first part have hereunto set their
hands and seal the day and year above written. ,
/"'�✓���..`.4'T t77. (SEAL)
8ei@'Julius B Pa
KYA3 cr�
A'at
A .._... _-- (SEAL)
?' 1Sche1 8. Par(Cer
.._----- _----- ............... ............ .... ..(SEAL)
..
Attest: _.. €" .... -.. (SEAL)
NORTH CAROLINA, ONSLOW County.
I,�_. C/ Litc-7-„- NOTARY PUBLIC
In and fdr the said County and State do hereby certify that
JULIUS B. PARKER and ETHEL S. PARKER,
his wife, personally appeared before me this
day and acknowledged the due execution of the foregoing deed of conveyyy#nce,
Witness my hand andnotarial seal this j day of-
MY commission expires / day of
NORTH CAROLINA, County.
a in and for said
County and State do hereby certify that
personally appeared be.
fore me this day and acknowledged the execution of the foregoing instrument, for the purpose
therein expressed.
Witness my hand and seal this day of , 19
My commission expires day of UCEIVED19
JUN 18 2014
(SEAL)
i
DCM
DCM-MHD CITY

NORTH CAROLINA, County.
This day of 19 , personally came before me
who, being by me duly sworn, says that he is
of the , and that the seal affixed to the foregoing instru-
ment in writing is the corporate shad of said corporation, and that said writing was signed and seal-
ed by him in behalf of said corporation by its authority duly, given. And the said
acknowledged the said writing to be the act and deed of said corporation.
Witness my hand and official seal, this clay of , 19
(SEAL)
STATE. OF NOU'1'll CARMANA, ONNIJy�o.`w` COUNTY.
Thu l'aregoiug curLi6catu of w0—M-6 S. O H.-'�-+
is certified to be correct. This instrument was presented for registration this day and hour and
duly recorded in the office of the Register of Deeds of Onslow County, N. C. in Rook
Page �, u % .
f% T�hi.q X(If!(/{ day �jof , A.D., 1,.) %Oat / o,clockAT'
BY
l $Regrster of Ueeds Assistant Register of Deeds
i
;= GJ
f iy
F 1U
12014)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NCWRC/Turkey Point Boat Ramp.
2. LOCATION OF PROJECT SITE: The property is located at 619 Turkey Point Road, adjacent to Turkey Creek,
in Holly Ridge, Onslow County.
Photo Index - 2006: 29-6577, K-L, 10-11 .2000: 29-393, M-N, 15 1995: 29-380, L-M, 23-24
State Plane Coordinates - X: 2462441 Y: 274381 GPS File: N-052214A
Lat:34°29'39.44"N Long:77°27'55.25"W
3. INVESTIGATION TYPE: CAMA/DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/22 /14
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — Complete on 5/21/14
Office — Wilmington
6. SITE DESCRIPTION:
7.
(A) Local Land Use Plan — Onslow County
(B) AEC(s) Involved: EW, ES, CW, PT
(C) Water Dependent: Yes
(D) Intended Use: Public/Community
(E) Wastewater Treatment:Existing — None
Planned - None
Classification From LUP - Developed
(F) Type of Structures: Existing — Parking lot, boat ramp and fixed docks
Planned — Replace boat ramp and floating dock and improve parking.
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTIMR
(A) Vegetated Wetlands —Coastal
64 ff
(B) Non -Vegetated Wetlands — open
2,795 ft.-
water
incor orated
(C) Other
1,600 ft z
+/-53,000 ft z
(shallow bottom)
(highground)
(D) Total Area Disturbed: 57,459 ft z(1.31 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: No
8. PROJECT SUMMARY: Applicant is proposing to rehabilitate the existing boat ramps (2) and parking area.

NCWRC — Turkey Point Boat Ramp
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 619 Turkey Point Road, adjacent to Turkey Creek, in Onslow County. To get to the
site from Wilmington, take NC Highway 17 north toward Jacksonville. Turn right onto Old Folkstone Road
(approximately 28 miles from Wilmington) and continue approximately 2.5 miles. Turn right onto Turkey Point
Road and travel approximately 1.7 miles. Bear right to stay on Turkey Point Road and the project site will be
located at the terminal end.
The project site is owned by the NC Wildlife Resources Commission and is approximately 2.48 acres in size,
with approximately 386 linear feet of shoreline frontage along Turkey Creek. Elevations at the site range from
2'-4' above normal high water (NHW) and water depths average approximately -2.5' deep at Normal Low
Water (NLW). The property is bordered by Turkey Creek to the south and west, and by vacant and residential
properties to the north, and east. There is an existing paved road (Turkey Point Road) that leads to the gravel
parking area of the ramp. Two boat ramps (+/- 12-15' in width) are located along the southern shoreline which
are accessible by two (2) fixed docks (3' x 30'). The ramps and the fixed dock are severely degraded and in
need of replacement.
As for the natural conditions at the site, the majority of the coastal wetlands are located to the south, along the
southern and eastern sides of the property; however, there is a small patch of coastal wetlands that is located
along the northern side of the existing boat ramp. Coastal Wetland vegetation in the vicinity of the existing boat
ramp include Glasswort (salicornia spp.), Spike Grass (Distichlis Spicata), Black Needlerush (Juncus
roemarianus), Salt Meadow Grass (Spartina patens) and Salt Marsh Cordgrass (Spartina alternii lora). The
coastal wetlands on site range in width from 2' to 50'.
The Onslow Land Use Plan classifies the upland areas of this project as conservation. The waters of the project
site are classified as SA-ORW by the NC Division of Water Quality. The NC Division of Marine Fisheries
HAS designated this area of Stump Sound as a Primary Nursery Area, and the waters adjacent to the proposed
project are CLOSED to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to replace the existing boat ramp (and dock) and improve the existing parking area.
In short, the applicant is proposing to remove the two existing concrete boat ramps, and fixed docks, and
replace the ramps in kind (two ramps each measuring 15' x 92'). The two existing fixed docks would be
demolished and replaced with one (8' x 60') floating dock, which would be located in between the two
proposed ramps. In addition, the applicant is proposing to stabilize the "ramp basin" by installing two vertical
breakwater walls (vinyl), each measuring 68' in length (as measured from the high ground, or +/- 50' from the
NHW line). The two vertical wall structures would be located along the outside edges of the new 15' x 92'
concrete ramp pads, one on each side of the ramp structure (approximately 34' apart).
In order to accomplish this task, the applicant is requesting approval to fill approximately 64 square feet of
coastal wetlands (primarily Smooth Marsh Cordgrass) along the northwestern side of the ramp. The vegetation
here is sparse and 64 sq. ft. of impact is quite liberal as far as impacts are concerned.
In addition to the filling of coastal wetlands, the applicant would also�need to remove a minimal amount of
material within the footprint of the existing ramp, below the normal high water (NHW) level. In total,
approximately 81 cubic yards of material would be removed (38' x 43' x -3') from the area comprising the
concrete pads. The excavated material would be transported to the upland portion of the site and would be

NCWRC — Turkey Point Boat Ramp
Page Three
spread through the site in preparation of the grading and resurfacing of the existing parking area. The applicant
states that the final depth at the end of the boat ramp (proposed final depth of -6.0', at normal low water
(NLW)) is necessary to achieve the appropriate slope for ramp use. The connecting waters along the outboard
side of the proposed ramp average -2.5' to -3.0' at NLW, which would leave a temporary depressing along the
toe of the ramp, until the material below the ramp stabilized. No additional excavation activities would take
place as there is sufficient water for navigation beyond the edge of the boat ramp. Similarly, no additional
wetland impacts are anticipated.
The upland development would consist of re -grading and paving the existing driveway and parking areas to
delineate parking for trailers, single vehicles and ADA access. According to the application package, the total
amount of earth work would be minimal, and limited only to what is necessary to re-level/grade and pave the
driveway and parking areas. In total, the current amount of impervious coverage at this site is +/- 29.56%, or
25,563 sq. ft., with the vast majority being allocated to the existing gravel driveway and parking areas. The
redevelopment plans (including paving the site) would result in a very small decrease in the amount of built
upon area, reducing the amount of impervious coverage to 29.35%, or 25,377 sq. ft. As stated, no new
concentrated outlets are proposed at this time as well as no new built upon areas. In total, approximately 53,000
sq. ft. of high ground disturbance would be anticipated as a result of the proposed work.
10. ANTICIPATED IMPACTS
The proposed boat ramps would fill approximately 1,600 ft.2 of Shallow Bottom. The proposed vinyl
breakwater walls, boat ramp and floating dock would incorporate approximately 2,795 ft.2 of open water area
(Public Trust area). The proposed ramp installation would result in the filling of approximately 64 ft.2 of coastal
wetlands and the proposed approach and spoil disposal area would disturb approximately 53,000 ft.2 of
highground. The proposed excavation would result in the disturbance of approximately would disturb 1,600 ft.2
of shallow bottom (same as the ramp fill). The open water structures would comply with the ''/< width limitation
and would be located within the applicant's area of riparian access.
Submitted by: Jason Dail Date: May 27, 2014 Office: Wilmington
RECEIVED
UN 18 2W
DC,kf VHD CITY

Proiect Narrative
Project Information: Date: 5/15/2014
Turkey Creek Boating Access Area
Onslow County
Engineer:
Preston Royster, PE
North Carolina Wildlife Resources Commission
1718NCHwy 56W
Creedmoor, NC 27522
Project Summary:
The Turkey Creek Boating Access Area project is located at 619 Turkey Point Road in
Holly Ridge, NC. The existing parcel is approximately 2.49 acres and currently consists
of an existing boat ramp and associated parking lot owned by the NC Wildlife Resources
Commission.
This project will involve the renovation of the existing ramp and parking lot. This will
include the removal of the existing concrete ramp and fixed docks. Two new 15' wide
concrete ramps with an 8' wide floating dock will be installed in its place. Vinyl
breakwater walls are proposed to minimize the impacts on the adjacent shoreline and
wetlands. In addition, the existing gravel parking lot will be renovated and paved to
formalize and delineate parking for trailer and single vehicles and ADA accessible
parking will be added. Turkey Creek adjacent to the site is classified as SA;ORW. A
stormwater redevelopment exclusion will applied for on this site.
Impervious Surface Calculations:
The total site area above the normal water elevation and excluding CAMA wetlands is
approximately 1.99 ac (86,475 st). As the site currently exists, there is approximately
25,563. sf (29.56%) of impervious surface on the site. The majority of this impervious
surface is a gravel parking lot. The stone that makes up the lot consists of well -graded
material with lots of fines similar to ABC or crusher run. The stone is also well
compacted since it has been in place for several years. As such, this parking lot is
considered to be impervious since the in -place stone does not match the current definition
of gravel. The current rule that considers gravel to be pervious defines it as clean,
uniformly -graded aggregate. All of the impervious surface on the site has been in place
for many years based on aerial photos. The parking lot and ramp were constructed
around 1970, so it was in place prior to the effective year for stormwater treatment, 1988.
Following development of the site, we are proposing to install 25,377 sf (29.35%) of
impervious surface. As a result, the proposed development results in a net decrease in
impervious area of 186 sf. In addition, no new concentrated outlets are proposed, and no
RECEIVED
DCM WILMINGTON,NO
MAY 2 120141

new impervious surface is proposed to be installed closer to the water than currently
exists (with the exception of the ramp itself).
Dredging:
No dredging is proposed for this project outside of the boat basin (between the
breakwater walls).
Grading:
The total amount of earthwork for this project will be minimal. Minimal elevation
changes will be needed to provide positive drainage. Spoil from the ramp excavation will
either be used on site (if suitable) or hauled to an offsite spoil area. We are planning to
use the Onslow County Landfill unless another site is found prior to the start of
construction. If another site is found, we will inform DCM and submit the necessary
information to obtain approval to use the site. The total disturbed area of this project is
yet to be determined.
Upland Excavation and Earthwork:
The upland excavation is to reach the proposed subgrade for the drive aisles and parking
lot. Additional excavation may be required due to unsuitable soils. However, this will
not be known until construction begins. Excavation quantities are unknown at this point.
Excavated soil will be used on the site if possible. Off -site soil may need to be
transported to the site to bring it up to the proposed grades and to provide positive
drainage.
Existing Stormwater Conditions:
The existing site has no existing stormwater controls. The runoff currently sheet flows
into the wetlands on the south and east sides of the site.
Proposed Stormwater Conditions:
No stormwater BMP's, pipes, or concentrated outfalls are proposed with this project.
The intent is to maintain the sheet flow drainage patterns that currently existing on the
site.
RECEPW
JUN 18 2014
RECEIVE.
DCM WILMINGTON, NC
DC.V. M-PD CITY
MAY 2 12014J.

Ramps/Docks:
The proposed project includes the construction of two — single lane launch ramps. Each
lane will be 15' wide, for a total of 30'. There will be an 8'x60' floating dock between
the ramps.
Wetlands:
The 404 wetlands were delineated by the US Army Corps of Engineers on March 11,
2014. The CAMA wetlands were delineated by DCM staff in February 2014. As the
project is currently designed, fill will be placed in approximately 100 sf of CAMA
wetlands. No fill is proposed in the 404 wetlands.
RECEIVED
DCM WILMINGTON, NC
MAY 2120%

®eM MF-1
APPLICATION for
Maior Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (itapplicable)
Turkey Creek Boating Access Area
Applicant 1: First Name
Preston
MI
B
Last Name
Royster
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1718 NC Hwy 56 W
PO Box
City
Creedmoor
State
NC
ZIP
27522
Country
USA
Phone No.
919-707-0376 ext.
FAX No.
919-528-2524
Street Address (if different from above)
city
State
ZIP
Email
[e-mail]
2. Agent/ContractorInformation
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
Last Name
Preston
B
Royster
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
state
1718 NC Hwy 56 W
Creedmoor
NC
VP
Phone No. 1
Phone No. 2
27522
919- 707 - 0376 ext.
919 - 930 - 4227 ext.
FAX No.
Contractor #
919 528 2524
Street Address (if d#ferentfrom above)
City
State
ZIP
Email
preston. [e-mail]
JUN 18 2014 RECEIVED
<Form continues on back> DCM WILMINGTON, NC
?.014i

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow
619 Turkey Point Rd
SR 1503
Subdivision Name
City
State
Zip
N/A
Holly Ridge
NC
28445 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
N/A - ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Turkey Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Intracoastal Waterway
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.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
386
108377
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
108377, 1 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3 1 ❑NHW or ®NWL
e. Vegetation on tract
Grass and small trees. A portion of the site contains 404 and Coastal wetlands.
f. Man-made features and uses now on tract
Existing boat ramp, fixed docks, and gravel parking lot
g. Identify and describe the existing land uses adlacent to the proposed project site.
Residential, built upon lots on both sides of the site
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
,N/A
(Attach zoning compliance certificate, if applicable)
[]Yes []No ®NA
J. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑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?
<Form continues on next page>
RECEIVED
DCM WILMINGTON, NC
MAY 21 2014.
'i'db?,� :fin:0 v!"'sT

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
❑Yes ❑No
(11) Are there coastal wetlands on the site?
®Yes ❑No
(iii) If yes to either (1) or (11) above, has a delineation been conducted?
®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are no existing or planned restrooms or wasterwater facilities on the site
o. Describe existing drinking water supply source.
There are no existing or planned restrooms on the site.
p. Describe existing storm water management or treatment systems.
There are no existing stormwater treatment or management systems on the site.
Runoff from the site drains directly into the
adjacent wetlands and Turkey Creek via sheet flow. There are no pipes or concetrated discharge points.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public(Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The site is to be used a boating access facility to provide the public with access to Turkey Creek and the Intracoastal
Waterway. Upon completion, the site will consist of a two boat ramps, a floating dock, and the associated parking.
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.
Construction equipment will consist of excavators, dozers, dump trucks, motor graders, backhoes, pile drivers, and
potentially barges and cranes. All equipment will be stored on site, or in the case of water -based equipment, moored on the
shore in an area that has construction planned to minimize impacts.
d.
List all development activities you propose.
Construction will include 2 launch ramps, t floating dock (between the ramps), new vinyl breakwater walls on each side of
the ramp to minimize impacts of ramp construction, and boat trailer and single vehicle parking spaces
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 53,000 ®Sq.Ft or ❑Acres
g.
Will the proposed project
encroach on any public easement, public scoessway or other area ®Yes ❑No DNA
that the public has established
use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Runoff from the site currently drains into adjacent wetlands and Turkey Creek via sheet flow. A portion of the site drains
down the ramp into Turkey Creek. We are proposing to maintain sheet flow from the proposed parking lot as it currently
drains. Runoff from the ramp itself will drain directly into Turkey Creek, however the uphill apron will drain away from the
water, forcing runoff to flow into adjacent grassed and wetland areas prior to entering the creek. No pipes or other
concentrated discharge points are proposed for this site.
1.
Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No DNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
J.
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.ctvEli
<Form continues on back> JUN 19 2014
DCM WILMINGTON, NC
MAY 212014
..,., z"3;Y-..,:nh®j6f iliiimVk

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, 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 comments on the proposed project to the Division of Coastal Management.
Name Edgar and Barbara-Midgett Phone No.
Address 1503 Rocky Run Road, Jacksonville, NC 28646
Name Troy, Robert, and Waiter Parker Phone No.
Address 580 Turkey Point Road, Sneads Ferry, NC 28460
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pennittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects In oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project Involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned,lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project. .
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 5JISl14f Print Name N&Ji2'e M/e0—ON 0%y5T0Z
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
DCM WILMINGTON, NO
MAY 917014a
F -
SU 4`, is a_f .A ST lr4 vv - .A i ,..

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
7'
43'
Width
41'
38'
Avg. Existing
-3.5'
4
NA
NA
Depth
Final Project
6'
46'
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
81 cy
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
Excavation below the normal water level is to remove the
existing ramp and install the stone base for the new ramp
❑This section not applicable
Type of material to be excavated.
Existing concrete ramp, sand, organic muck
d. High -ground excavation in cubic yards.
267 cy
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable I
a. Location of disposal area.
Concrete from the old ramp and unsuitable material will be
hauled to the Onslow Couny Landfill
c. (i) Do you claim title to disposal area?
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
Unknown
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
I. (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ii) If yes, how much water area is affected?
JUN 18 2014 - r-,VED
DCM W4LMINGTON, N(
11CM-MNn!'iTy

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3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 68' & 68'
[]Bulkhead ❑Riprap ®Breakwater/Sill []Other:
c. Average distance waterward of NHW or MAIL: 50'
e. Type of stabilization material:
Vinyl sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill _ Other
1. Source of fill material.
Width: 1'
d. Maximum distance waterward of NHW or NWL: 50'
f. (1) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No [IRA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes []No ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
n Amount of material to be laced in the water 124 other wetlands (WL)? If any boxes are checked, provide the
(ii) P o number of square feet affected.
(iii) Dimensions of fill area 43x38' (in water) ®CW 64 sf ❑SAV _ ❑SB _
(iv) Purpose of fill OWL _ ®None
To bring site up to proposed grades, to make positive (ii) Describe the purpose of the fill in these areas:
drainage, and to construct the ramp To construct the driveway access to the ramp
a. How will excavated or fill material be kept on site and
controlled?
A temporary spoil area with a double row of sift fence
c. (1) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(11) If yes, explain what type and how they will be implemented.
s/rs/a�
Date'
Turkey Creek Boating Access Area
Project Name , ,
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator, dozer, backhoe, motor grader, roller, dump truck, pile
driver, barge (potentially), crane (potentially)
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
pictsf'L. o 5roN ST Z
Applican ame
4? 47
AppligantSignatu RECEIVED
DCM WILMINGTON, NO
MAY 21 ?_0941

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
Boat ramp (x2), Floating dock, Breakwater/Groin, Parking
Lot
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ®No ❑NA
(ii) if yes, list the date submitted: Will be submitted and permit
obtained prior to beginning work
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
22.7%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
29.3%
j. Describe proposed method of sewage disposal.
There are no proposed restrooms or sewer services on the
site
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'Wash down" and residential discharges).
Stormwater will be discharged from the site via sheet flow
as it currently does. No pipe outlets or concentrated
discharge points are proposed.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
+/- 53,000 sf (1.22 ac)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete and asphalt pavement
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted: The stormwater submittal will
be made to Linda Lewis at the same time the CAMA
submittal is made.
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes []No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonmwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
RECEIVED RECEIVED
DCM WILMINGTON, NO
ri
UN18%
DC,k!A!r'D CITY

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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
There are no restroom or drinking water facilities proposed
on the site
o. When was the lot(s) platted and recorded?
August 1970
slt<ltg
Date
Turkey Creek Boating Access Area
Project Name
NCtaxG - F'r 65-mom
Applica Name �
sf A
Applicant Signature
n. (1) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes []No ®NA
RECEIVED
DCM WILMINGTON, NO
MAY 21. 2014
wryl :sJt-v�3r�t... 3 .,�3U-4a. VA1;V ;: 3ai s'_a;i.�c,ea.: !,EGA.' e

Form DCM MP-4
STRUCTURES
(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/marina:
❑Commercial OPublicrGovemment ❑Private/Community
[]This section not applicable
b. (I) Will the facility be open to the general public?
®Yes []No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? []Yes ®No
III)Number 1floating
If yes:
(Ili) Length 60' (floating)
(ii) Number
IN) Width 8'
(Ili) 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:
(it) Number
(ii) Number _
(Ili) Length
(Ili) Length
(iv) Width
(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 services to be provided.
None - Temporary tie-up for loading/unloading only
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slips') only, number of slips: _
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
❑ 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: 20'
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).
Recreational boaters and fishermen - any boats thatmay
be transported on a trailer
JUN 18 2014
11C'W-` IUD CITY
I. (1) Will the facility be open to the general public?
®Yes []No
RECEIVED
DCM WILMINGTOK NO

Z DOCKING FACILITYINARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets El Toilets Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
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. (1) 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.
1. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina 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 marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
RECEIVED
DCM WILMINGTON, NC
MAY 2120141
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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 wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ❑None
p. Is the proposed madna/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
(ii) Number
(III) Length _
(iv) Width
Note: Roofed areas are calculated from ddpline 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 2
(ii) Length 68'
(iii) Width 1'
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑ This section not applicable
a. Length 68' b. Average distance from NHW, NWL, or wetlands
50,
c. Maximum distance beyond NHW, NWL or wetlands
50'
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
a 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.)
:MCENED
RECEIVED
JUN 18 2014 DCM WILMINGTON, INC

£...i'.adk;"i E�CP C'.-W-4L)C'FIy-ec'P31'e "I ni')
a. Proximity of structure(s) to adjacent riparian property lines
173'+/- to the west and 127'+/- to the east
Note: For buoy or mooring, piling, use am of swing including length
ofvesseL
c. Width of water body
1200'+/-
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(li) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
The nearest docking facilities are private docks
approximately 210 ft to the northwest
d. Water depth at waterward end of structure at NLW or NWL
-6' at NWL
& OTHER ®This section not applicable
a. Give complete description:
D
Date
Turkey Creek Boating Access Area
Project Name
p�GS'i®N fo'oigj'62 d NGu�G
Appinme
Applicant Signatur
RECEIVED
DCM WILMINGTON. NC
MAY 212014
25:t-�a3i-�.t?43�3 e �*.e"�YPB��i,:�S"Y � Ja ava a3z::;a i 8b ae;n�:DGar rns.asr:4 d'�Vi.s ;�: E=:l:.t Jlia3

A -A
NCGENR
North Carolina Department of Environment and
Pat MMO
Governor
May 29, 2014
Division of Coastal Management
MEMORANDUM:
TO: Renee Gledhill -Early
Dept. of Cultural Resources
Archives &History
Z014 1
Natural Resources
i; Jghfi E.Skvarla III
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead'City, NC 28567 (Courier 11-12-09)'
SUBJECT: LAMA / Dredge & Fill Major Permit Application Review
Applicant: NGWRC Turkey Creek Boating Access Area
G�ll-�t.6
Project Location: 619 Turkey Pt. Rd.,, adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 -June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
—This
\agency
a objects to the project for reasons described in the attached comments.
SIGNED DATE'3' 1
127CaremfDdveEA M?mir lmN1G2 5
Phone: [phone] k FAk: 910-395-39641ntemet v vrr .nccaasta mina � r.aet
An E24 CVWWy I AC;mmAam En: ,Qyar
JUN d 3 21t94

i &MR
Pat McCrory North Carolina Department of Environment and Natural Resources
Governor
May 29, 2014
Division of Coastal Management
MEMORANDUM:
TO; Sammie Rogers
LPO
Onslow County
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-(Coin-W)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: _7xv- This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This g@ency 1ec to the project for reasons described in the attached comments.
SIGNED //Ir
DATE Zcz I
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet. www.nccoastalmanaaement.net
An Equal Opporbj*IAffinative Actim Empi%er

NCDENR � l�eNe W
North Carolina Department of Environment and Natural R
Pat McCrory
Governor
May 29, 2014
Division of Coastal Management
MEMO DUM:
Georgette Scott
Stormwater Section
DEMLR - WiRO
rE'VE
MAY 19 1014
BY:
/ , l John E. Skvarla, III
FI1O Secretary
70MF M: (1b Jonathan Howell, INC DENR-DCM Assistant Major Permits Coordinator
VV o 400 Commerce Ave., Morehead City, INC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached. 560;2 /00-5/& /il / Zl�i2W
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE r!o S
127 Cardinal Drive Ext., Wilmington, INC 28405 JUN 16 2014
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanacement.net
An Equal Opportunity Affirmative Action Employer ACN-MnDC.ffV

d
WA
r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
C iLA.oL 0Z.pL
May 29,2014
�0qO
ti JUN 2014 `
Division of Coastal ManagementWCENED
MEMORANDUM:
aHablIllit
Ci
TO:
Maria Dunn
`n
NCWRC
�61atL1
WaRO / WiRO
FROM:
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City,
NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC Turkey Creek Boating Access Area
Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow, County
Proposed Project: rehabilitation of 2 boat ramps and a parking area
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 June 21, 2014. If you have
any questions regarding the proposed project, contact Jason Dail 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 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED A DATE 6,--18-k)
RECEIVED
JUN 2 3 2014
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX, 910-395-3964 Internet: www.nccoaslalmanaoemerri
DCM-M M CITY
An Equal opportunity 1 AHirrnative Action Employer

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Jonathan Howell, Assistant Major Permits Processing Coordinator
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
FROM: Maria T. Dunn, Coastal Region Coordinator
Habitat Conservation Program
DATE: June 18, 2014
SUBJECT: CAMA Dredge/Fill Permit Application for NC Wildlife Resources Commission,
Turkey Creek BAA, Onslow County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed
the permit application with regard to impacts on fish and wildlife resources. The project site is
located at 619 Turkey Point Road, adjacent to Turkey Creek in Holly Ridge, NC. Our comments
are provided in accordance with provisions of the Coastal Area Management Act (G.S. 1I3A-
100 through 113A-128), as amended, Sections 401 and 404 of the Clean Water Act, as amended,
and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The applicant proposes to rehabilitate the existing Turkey Creek Boating Access Area
(Turkey Creek BAA) by removing the existing double ramps and fixed docks and regrading /
repaving the existing drive and parking area. The new double ramp facility will have a centered
floating dock and vinyl sheet pile breakwater walls on either side of the ramps. Water depths at
the terminus of the ramp are proposed to be -6' NLW to achieve adequate ramp slope. It has
been noted that this depth will eventually fill to the adjacent connecting water depths of -2.5' to -
3' NLW as the material stabilizes. Turkey Creek in this location is classified SA ORW by the
Environmental Management Commission and is designated a primary nursery area (PNA) by the
NC Division of Marine Fisheries.
Our agency participated in an April 15, 2014 scoping meeting where the applicant
presented the proposed project to state and federal agencies. At this time we discussed the
project's location within a PNA and how new dredging in PNAs is not an allowable activity. It//EMD
vision of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC ;?76Q9NI7 2014
Telephone: [phone] • Fax: [phone] JUU D
DCM•MADCrrY

CMDF_NCWRC Twkey Ck BAA Page 2 Jw 18, 2014
was determined that the project as proposed represents a maintenance activity and can be
permitted. In -water work within PNA waters may have to adhere to a February 15 — September
30 moratorium. The project as proposed would not have to adhere to these dates due to minimal
sediment and noise disturbance, but does need to have in -water ramp rehabilitation contained
within a turbidity curtain. Avoidance of these dates would be appreciated. It should be noted that
this activity is seen as maintenance and any future requests to remove material may be viewed as
new dredging and would not be looked upon favorably by this agency.
The NCWRC appreciates the opportunity to review and comment on this permit
application. If you need further assistance or additional information, please contact me at (252)
948-3916 or at maria.dunnna ncwildlife.org
` ` RECBN TD
JUN 2 9 2014
nCM-MIMCrry

Recommendations for State Permit — NCWRC Turkey Point Boat Ramp
Square footage of dock calculated as follows:
8' x 60' Floating access pier 480 ft.z
JUN 0 2 20%
Shoreline Length = 386' 2,000 ft.' Allowable UCMMHDCY[Y
It is the staff's recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be
CONSISTENT with the Rules of 15 NCAC 7H.0206 (d) Use Standards for Estuarine Waters, and Rules of 15
NCAC 7H.0207 (d) Use Standards for Public Trust Areas, Rules of 15 NCAC 71-1.0208 (b) Specific Use
Standards.
It is staff s recommendation that the proposal to fill coastal wetlands is CONSISTENT with the Rule in 15
NCAC 7H.0205 (a) (d) which states "Use Standards. Suitable land uses are those consistent with the
management objective in this Rule. Highest priority of use is allocated to the conservation of existing coastal
wetlands. Second priority of coastal wetland use is given to those types of development activities that
require water access and cannot function elsewhere." The justification for considering the proposed coastal
wetlands fill as consistent with the above mentioned Ruling is due in part to the site setting, as well as the
historical use of the facility. Based on the plans submitted the applicant is planning to roughly stay within the
same footprint as the existing facility, with the only expansion being the proposed breakwater walls.
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking area, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be
CONSISTENT with the Rules of 15 NCAC 7H.0208 (b) (6) (A) Specific Use Standards for Piers and Docking
Facilities states "Piers shall not exceed six feet in width. Piers greater than six feet in width shall be permitted
only if the greater width is necessary for safe use, to improve public access, or to support a water dependent use
that cannot otherwise occur." The applicant has stated that the need for piers wider than six feet is to aid both
boaters with disabilities and the general public; the width of the piers is consistent with previously permitted
boating access area improvements.
It is the staff s recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be
CONSISTENT with the Rules of 15 NCAC 71-1.0208 (b)(6)(B) Specific Use Standards for Piers and Docking
Facilities states "the total square footage of shaded impact for docks and mooring facilities (excluding the pier)
allowed shall be eight square feet per linear foot of shoreline with a maximum of 2,000 square feet. In
calculating the shaded impact, uncovered open water slips shall not be counted in the total. Projects requiring
dimensions greater than those stated in this Rule shall be permitted only if the greater dimensions are necessary
for safe use, to improve public access, or to support a water dependent use that cannot otherwise occur. Size
restrictions shall not apply to marinas." The proposed project is the development of a public boating access
area and the applicant has stated that the proposed dimensions are necessary to provide access to both boaters
with disabilities and the general public.
It is the staff s recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be
CONSISTENT with the Rules of 15 NCAC 7H.0208 (b)(6)(G) Specific Use Standards for Piers and Docking
Facilities states, "pier and docking facility length shall be limited by: (i) not extending beyond the established
pier or docking facility length along the same shoreline for similar use; (This restriction does not apply to piers
100 feet or less in length unless necessary to avoid unreasonable interference with navigation or other uses of
the waters by the public); (ii) not extending into the channel portion of the water body; and (iii) not extending

Recommendations for State Permit — NCWRC Turkey Point Boat Ramp — Page Two
more than one-fourth the width of a natural water body, or human -made canal or basin. Measurements to
determine widths of the water body, canals or basins shall be made from the waterward edge of any coastal
wetland vegetation that borders the water body. The one-fourth length limitation does not apply in areas where
the U.S. Army Corps of Engineers, or a local government in consultation with the Corps of Engineers, has
established an official pier head line. The one-fourth length limitation shall not apply when the proposed pier is
located between longer piers or docking facilities within 200 feet of the applicant's property. However, the
proposed pier or docking facility shall not be longer than the pier head line established by the adjacent piers or
docking facilities, nor longer than one-third the width of the water body." The proposed access pier would
extend approximately 80 feet waterward of the proposed NHW boundary and does not appear to extend beyond
the established pier head line of the piers immediately to the north.
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be
CONSISTENT with the Rules of 15 NCAC 7H.0209 (d)(2) which states "within the Coastal Shorelines
category (estuarine and public trust shoreline AECs), new development shall be located a distance of 30 feet
landward of the normal water level or normal high water level, with the exception of the following: (A)Water-
dependent uses as described in Rule 07H .0208(a)(1) of this Section." The proposed boat ramp approach is
considered a water -dependant use and would be located within 30 feet of the NHW boundary. The proposed
kiosk would be installed consistent with other pile supported information signs through the State, and as seen at
multiple public boat ramps.
This office has no objections to the proposal construct a public boating access area with driveways, parking
areas, kiosk, boat ramp with stabilization walls (breakwaters) and floating access piers. Any permit issued
should include the following conditions:
The alignment of the proposed breakwater and ramp shall be staked by a representative of the Division of
Coastal Management (DCM) within a maximum of thirty (30) days prior to the start of construction.
Failure to initiate construction within thirty (30) days, or erosion of the shoreline by adverse weather
conditions, will require the alignment to be re -staked by DCM within a maximum of thirty (30) days prior
to the new expected start of construction.
2. The Division of Environmental Management (DEM) approved this project under stormwater management
rules of the Environmental Management Commission on . Any violation of or deviation from the plan
approved by the DEM will be considered a violation of this CAMA permit.
3. The boat ramp stabilization walls must be constructed prior to any backfilling activities.
4. The boat ramp stabilization walls must be structurally tight so as to prevent seepage of backfill materials
through the structure.
5. The boat ramp stabilization walls must be solid and constructed of treated wood, concrete slabs, metal
sheet piles, or other suitable materials approved by Department personnel. No excavation is permitted,
except for that which may be required for the construction of the boat ramp stabilization was, boat ramp,
piers, etc.
6. The fill material shall be clean and free of any pollutants, except in trace quan�ties. Metal products,
rJu
organic materials, or unsightly debris will not be used.N 0 2 2014
ACM -MAP Cny

Recommendations for State Permit — NCWRC Turkey Point Boat Ramp — Page Three
7. All backfill material shall be obtained from a highground source and shall confined behind a turbidity
curtain and boat ramp stabilization walls.
8. The temporary placement or double -handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
9. No excavated or fill material shall be placed at any time, in any marsh or surrounding waters, outside of
the alignment of the fill area indicated on the work plat(s).
10. No sewage, whether treated or untreated, shall be discharged at any time from boats using the facility.
Any sewage discharge at the facility shall be considered a violation of this permit for which the permittee
is responsible. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
11. This permit authorizes only the docks, piers, and other structures and uses located in or over the water that
are expressly and specifically set forth in the permit application. No other structures, whether floating or
stationary, may become a permanent part of this facility without permit modification. No non -water
dependent uses of structures may be conducted on, in, or over public trust waters without permit
modification.
12. No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
13. The authorized structure and associated activity must not cause an unacceptable interference with
navigation.
14. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the
U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
15. This permit does not authorize the interference with any existing or proposed Federal project, and, the
pemuttee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
16. In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
NOTE: The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the project
without having the permit transferred to a third -party.
NOTE: Future development on the permittee's property may require a modification of this permit. Contact a
representative of this Division at [phone] prior to commencement of any such activity for this
determination.
RECEIVED
NOTE: Permanent reflectors should be attached to the floating dock in order to T,DCU-MHDCrrY
it more visible during hours
of darkness or inclement weather. UN 0 2 2014

Pat McCrory
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
July 3, 2014
MA. 1� ��
John E. Skvarla, III
Secretary.
DWR Project # 2014-0567
Onslow County
NC Wildlife Resource Commf,�A"�5tsioii� ' r
Attn: Preston Royster As c� 4 PERM
IT
.1718 HC HWY 56 W
Creedmoor, NC 27522
Subject Property: Turkey Creek Boating Area Access, Holly Ridge
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Royster:
You have our approval, in accordance with the attached conditions and those listed below to remove and
replace the existing concrete boat ramps and fixed docks, dredge the.area for the boat ramps, improve the
existing parking, area and construct two vertical breakwaters, as described in your CAMA application dated
May 29, 2014 and received by the Division of Water Resources (DWR) in the Wilmington Regional Office
(WiRO) on May 29,,2014 and subsequent information received onJuly '3, 2014.: After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification Number
3883 (GC-3883). This Certification allows you to use the General Permit 198700056 and Nationwide Permit.
3 (NW3) when issued by the US Army Corps of Engineers and the CAMA Major Permit when issued by the
Division of Coastal Management. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the General Permits or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the.new owner must be given a copy of this General Certification and approval letter and is thereby
responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one
acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification
and any additional conditions listed on the following pages.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts:
127 Cardinal Drive Ext., Wilmington, Nonh Carolina 28405
Phone: [phone]Internet: www.ncdenr.gov
An Equal Opportunity WfirmaliveAclion Employer— Made in part by rMcied'Daper

NC Wildlife Resource Commission
Attn: Preston Royster
July 3, 2014
DW R Project # 2014 0567
Page 2 of 4
Amount Approved
(Units)
Plan Location or Reference
Open Waters filled & dredged
(shallow bottom) boat ramp
1,600 sq ft (0.0367 ad
Impacts Plan Sheet SD-2.OA (attached)
Coastal wetlands
64 sq ft (0.0015 ac)
Impacts Plan Sheet SD-2.OA (attached)
404/401 wetlands
N/A
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
3. This approval is for the purpose and design described in your application. The plans and specifications for this
project are incorporated by reference as part of the Certification. If you change your project, you must notify
the Division and you may be required to submit a new application package with the appropriate fee. If the
property is sold, the new owner must be given a copy of this approval letter and General Certification and is
responsible for complying with all conditions
4. Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described
in 15 A NCAC 2B..0221. Appropriate sediment and erosion control practices must be used to meet this
standard. Turbidity curtains s hall be used as appropriate. Please notify this Office if any turbidity
Issues arise at 910.796.7215
S. Any final construction plans for this project must include or reference the application and plans
approved by the DWR under the authorization letters and certifications. The applicant shall require
their contractors (and/or agents) to comply with all of the terms of this Certification, and shall
provide each of its contractors (and/or agents) a copy of this Certification
6. All mechanized equipment will be regularly inspected and maintained to prevent contamination of
waters and wetlands from hydrocarbons or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the Division of Water
Quality, between the hours of 8 am to 5 pm at the Wilmington regional office at 910.796.7215 or Steve
Lewis at 919.807.6308 and after hours and on weekends call the USCG National Response Center at
1.800.424.8802.
Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a
waterbody or wetlands to prevent contamination by fuel and oils.

NC Wildlife Resource Commission
Attn: Preston Royster
July 3, 2014 .
DWR Project q 2014 0567
Page 3 of 4
8. This General Certification shall expire on the same day as the expiration date of the corresponding
General Permit. The conditions in effect on the date of issuance of the Certification for a specific
project shall remain in effect for the life of the project, regardless of the expiration of this Certification.
Continuing Compliance:
9. The applicant/permitee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with 303(d)
of the Clean Water Act), and any other appropriate requirements of State and Federal law. If the
Division determines that such standards or laws are not being met, including failure to sustain a
designated or achieved use, or that State or Federal law is being violated, or that further conditions are
necessary to assure compliance, than the Division may reevaluate and modify this General Water
Quality Certification.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you wish to contest any conditions in the enclosed certification (associated with the approved wetland or
waters impacts) you must file a petition for an administrative hearing. You may obtain the petition form
from the office of Administrative hearings. You must file the petition with the office of Administrative
Hearings within thirty (30) days of receipt of this notice. A petition is considered filed when it is received in
the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings
Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. The
original and one (1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: (919)-733-3478

NC Wildlife Resource Commission
Attn: Preston Roysfer
July 3, 2014
DWR Project# 2014 0567
Page 4 of 4
A copy of the petition must also be served on DENR as follows:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the, review of the Division of Water Resources under Section 401 of the Clean Water
Act. If you have any questions, please telephone Jennifer Burdette inthe Central Office in Raleigh at
919.807.6364 or by e-mail [e-mail] or Joanne Steenhuis in the DWR Wilmington
Regional Office 5at910.796.7306 or by e-mail [e-mail].
Sincerely,
4Y, Jim Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosures: GC3883
Certificate of Completion
cc: Ronnie Smith - USACE Wilmington Regulatory Field Office
Jennifer Burdette_- DWR 401 Wetlands and Buffers Unit
Jonathan Howell - DCM Morehead City —electronic copy
Jason Dail - DCM Wilmington
WiRO

Howell, Jonathan
From:
Smith, Ronnie D SAW [[e-mail]]
Sent:
Thursday, June 05, 2014 2:40 PM
To:
Howell, Jonathan; Dail, Jason
Cc:
Steenhuis, Joanne
Subject:
Turkey Creek BAA (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
The AID # for this project is 2014-00433 and it will be processed as a GP 291.
Ronnie D. Smith
Project Manager
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Phone: [phone]
Fax: [phone]
Email: ronnie.d.smith(dusace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer
Service Survey is located at:
http://regulatory.usacesurvey.com/.
Thank you for taking the time to visit this site and complete the survey.
Classification: UNCLASSIFIED
Caveats: NONE
1

9 North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
May 15, 2014
N.C. Division of Coastal Management
Wilmington Headquarters
127 Cardinal Drive
Wilmington, NC 29405
Re: Turkey Creek Boating Access Area
Onslow County
To Whom It May Concern,
Please find this letter as the statement of compliance (MP-1, Item 6k) for the Turkey Creek Boating Access
Area. The purpose of NCGS l 13A 1-10 is to ensure beneficial use of the State's natural resources without
damage to the environment. The Turkey Creek BAA project is in compliance with this General Statute. The
project involves the renovation of an existing boating access area and utilizes a stormwater management plan
that meets or exceeds the minimum requirements set forth by the State of North Carolina Division of Water
Resources.
If you have any questions or comments, please do not hesitate to call me at [phone].
Sincerely,
North Carolina Wildlife Resources Commission
l�
r, PE
Facilities Construction Engineer
rAECENEp
rN 0 2 2014
DCM•MHDCIW, CEIVED
DCM WIIMINGTON, NO
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699 17 02 1 20141
Telephone: [phone] MAY

9 North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
May 15, 2014
Jason Dail
N.C. Division of Coastal Management
127 Cardinal Drive
Wilmington, NC 28405
Re: Turkey Creek Boating Access Area — CAMA Major Permit Submittal
Onslow County
Mr. Dail,
Please find the CAMA Major Application submittal package for the proposed Turkey Creek Boating Access
Area project. Included with this package are:
• One set of plans
• Original CAMA Major Permit Application
• Supplemental letter for Application MP-1, item 6k
• Copy of Deed
• Project Narrative
• Verification of electronic fee transfer for $400
The stormwater submittal will be submitted to Linda Lewis with NC Division of Energy, Mineral and Land
Resources within the next week.
After reviewing this submittal, please let me know if you need any additional information. Once the
application is accepted, please let me know the start date of the review process. If you have any questions or
comments about this submittal package or the design, please do not hesitate to call me at [phone].
Sincerely,
North Carolina Wildlife Resources Commission
Aw� yA Preston n
RECIMD
Facilities Construction Engineer 4,
JUN 0 2 2014
DCM MHD CITY
RECEIVED
DCM WILMINGTON, NC
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 279Aj "q(t 2014.
Telephone: [phone]

Turkey Creek BAA
Pr,),)f-,rtv hound:
delineation of waters edge b
iT A
62.5
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The wetland and waters edge
boundaries tPf*K*&*Dwn or
this Qr#W9mWuftth1c

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2014-00433 County: Onslow U.S.G.S. Quad: Sgicer Bay
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Mr. Preston Rooster
North Carolina Wildlife Resources Commission
Address: 1718 NC Hwy 56 W
Creedmoor, North Carolina 27522
Telephone No.:
Property description:
Size (acres)
—2 5
Nearest Town
Sneads Ferry
Nearest Waterway
Spicer Bay
River Basin
White Oak
USGS HUC
03030001
Coordinates
N 4.494939 W-77.464786
Location description:
Turkey Creek BAA. The property
is adjacent to Snicer Bay and is located at the end of
Turkey Paint Road. in Sneads
Ferro. Onslow County,
North Carolina.
Indicate Which of the Followine Aaaly:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC 4 1344). Unless there is a change in the law or
our published regulations this determination may be relied upon for a period not to exceed five years from the date
of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps. may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
JUN 0 2 2014
The waters of the U.S. including wetlands have been delineated and surveyed and are accuralply depicted on the plat
signed by the Corps Regulatory Official identified below on. Unless there is a change in the law 499$VW
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subjeq,)bg.ED
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in thDe� I INGTON, NO
MAY 21 2014,

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The nroperty is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management
Act (CAMA). You should contact the Division of Coastal Manaeement in Wilmington. NC at [phone] to
determine their reauirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ronnie Smith at 910-251-4929.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is adincent to Spicer
Bay and an unnamed tributary of Spicer Bay. Spicer Bav and the unnamed tributary are subject to the ebb and flow of
the tide and are navigable waters of the United States pursuant to the policies and criteria set forth in 33CFR part 329.
D. Remarks
The wetland boundary was identified with pink ribbon. The delineation consists of 18 flags labeled Wl — W19. The
delineation does not include a flag labeled W6.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated In
B.above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Ronnie Smith, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave
Wilmington, North Carolina 28403
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA forts, it must be received at the above address by May 9.2014.
correspondence." is not necessary to submit an RFA form to the District do not object to the determination in this
correspondence.•i
Corps Regulatory Official: Ronnie Smith
Date: March 11, 2014 Expiration Date: May 11, 2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://pet2.nwp.usace.army.miVsurvey.html
to complete the survey online.
RECEIVED
JUN 0 2 2014
RECEIVED
DCM WILMINGTON,NC
MAY 21 2014)
DC.M.1erm r1Ty

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
" REQUEST FOR APPEAL
Applicant: North Carolina Wildlife Resources File Number: SAH-2011-00433 Date: March 11.2014
Commission i
_
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.anny.mil/inet/functions/ew/cecwo/re or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this n RECEIVED
RECEIN�ID
DCM WILMINGTON,I
,L
JUN 0 2 2014 MAY 212014,
DCM-MHD CITY

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to resoond to the Corps re zardine the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDIl70NAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: Ronnie Smith
69 Darlington Avenue
Wilmington, North Carolina 28403
910-251-4829
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room I OM IS
Atlanta, Georgia 30303-8801
Phone: [phone]
IRIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of anv site investieation. and will have the onnortunity to narticinate in all site investigations.
Telephone number:
of appellant or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Ronnie Smith, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]
RECEpBp
JUN 0 2 2014
DCM-2atRD CITY
RECEIVED
DCM WILMINGTON, NO
MAY 212014

rA
Proiect Narrative
Project Information: Date: 5/15/2014
Turkey Creek Boating Access Area
Onslow County
Engineer:
Preston Royster, PE
North Carolina Wildlife Resources Commission
1718 NC Hwy 56 W
Creedmoor, NC 27522
Project Summary:
The Turkey Creek Boating Access Area project is located at 619 Turkey Point Road in
Holly Ridge, NC. The existing parcel is approximately 2.49 acres and currently consists
of an existing boat ramp and associated parking lot owned by the NC Wildlife Resources
Commission.
This project will involve the renovation of the existing ramp and parking lot. This will
include the removal of the existing concrete ramp and fixed docks. Two new 15' wide
concrete ramps with an 8' wide floating dock will be installed in its place. Vinyl
breakwater walls are proposed to minimize the impacts on the adjacent shoreline and
wetlands. In addition, the existing gravel parking lot will be renovated and paved to
formalize and delineate parking for trailer and single vehicles and ADA accessible
parking will be added. Turkey Creek adjacent to the site is classified as SA;ORW. A
stormwater redevelopment exclusion will applied for on this site.
Impervious Surface Calculations:
The total site area above the normal water elevation and excluding CAMA wetlands is
approximately 1.99 ac (86,475 sf). As the site currently exists, there is approximately
25,563 sf (29.56%) of impervious surface on the site. The majority of this impervious
surface is a gravel parking lot. The stone that makes up the lot consists of well -graded
material with lots of fines similar to ABC or crusher run. The stone is also well
compacted since it has been in place for several years. As such, this parking lot is
considered to be impervious since the in -place stone does not match the current definition
of gravel. The current rule that considers gravel to be pervious defines it as clean,
uniformly -graded aggregate. All of the impervious surface on the site has been in place
for many years based on aerial photos. The parking lot and ramp were constructed
around 1970, so it was in place prior to the effective year for stormwater treatment, 1988.
Following development of the site, we are proposing to install 25,377 sf (29.350/0) of
impervious surface. As a result, the proposed development results in a net decrease in
impervious area of 186 sf. In addition, no new concentrated outlets are proposed, and no
RECEIM
DECEIVED
DGM WILMINGTON. NO
JUN 0 2 2014
MAY 21 Z0141
DCA! TIDCITY
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new impervious surface is proposed to be installed closer to the water than currently
exists (with the exception of the ramp itself).
Dredging:
No dredging is proposed for this project outside of the boat basin (between the
breakwater walls).
Grading:
The total amount of earthwork for this project will be minimal. Minimal elevation
changes will be needed to provide positive drainage. Spoil from the ramp excavation will
either be used on site (if suitable) or hauled to an offsite spoil area. We are planning to
use the Onslow County Landfill unless another site is found prior to the start of
construction. If another site is found, we will inform DCM and submit the necessary
information to obtain approval to use the site. The total disturbed area of this project is
yet to be determined.
Upland Excavation and Earthwork:
The upland excavation is to reach the proposed subgrade for the drive aisles and parking
lot. Additional excavation may be required due to unsuitable soils. However, this will
not be known until construction begins. Excavation quantities are unknown at this point.
Excavated soil will be used on the site if possible. Off -site soil may need to be
transported to the site to bring it up to the proposed grades and to provide positive
drainage.
Existing Stormwater Conditions:
The existing site has no existing stormwater controls. The runoff currently sheet flows
into the wetlands on the south and east sides of the site.
Proposed Stormwater Conditions:
No stormwater BMP's, pipes, or concentrated outfalls are proposed with this project.
The intent is to maintain the sheet flow drainage patterns that currently existing on the
site.
RECEM
JL 0 2 2014
DCM•Mo ury
RECF1VE--
DCM WILMINGTON,NC
MAY 2120141.

I

Ramps/Docks:
The proposed project includes the construction of two — single lane launch ramps. Each
lane will be 15' wide, for a total of 30'. There will be an 8'x60' floating dock between
the ramps.
Wetlands:
The 404 wetlands were delineated by the US Army Corps of Engineers on March 11,
2014. The CAMA wetlands were delineated by DCM staff in February 2014. As the
project is currently designed, fill will be placed in approximately 100 sf of CAMA
wetlands. No fill is proposed in the 404 wetlands.
RECfiIVEt?
JUN 0 2 2014
IDCrA=*A1fBt lTY
RECEIVED
DCM WILMINGTON, NO
MAY 212014

SENDERi COMPLETE THIS SECTION
COMPLETE THIS SECTION
ON DELIVERY
0 Complete Items 1. 2, and 3. Also complete
A Signature
item 4 if Restricted Delivery is d6sired.
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E3 Addressee,
so that we Can return the card to you.
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• or on the front if space permits.
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MIsdeiveryaddressdiftfferent m ttem 12 ❑Yes
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item`4 if Restricted Delivery is desired. ❑Agent
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so that we can return the card to you: - dresses
■ Attach this card to the back of the mailpiece; a Receive by (Printed , me) . D to of Delivery..
or on the front If spacepermits.
1. Article Addressed to: D. Is del' ryaddress different fro item 1? ❑Yes
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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
May 28, 2014
North Carolina Wildlife Resources Commission
Attn: Preston Royster
1718 NC Highway 56W
Creedmore, NC 27522
Dear Mr. Royster:
John E. Skavada, III
Secretary
The Division of Coastal Management hereby acknowledges that on May 21, 2014, we received your completed
application (with exception of the signed certified mail receipts) for State approval for the development of property
located at 619 Turkey Point Road, adjacent to Turkey Creek and Stump Sound, in Holly Ridge, Onslow County. The
projected deadline for making a decision on your permit application is August 5, 2014. An additional 75-day review
period is provided by law when such time is necessary to complete the review. If you have not been notified of a final
action by the initial deadline stated above, you should consider the review period extended. Under those circumstances,
this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the
75th day.
If this agency does not render a permit decision within 70 days from May 21, 2014, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will
be held within five working days from the receipt of your written request and shall include the property owner, developer,
and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must -be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property; or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State
or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of
my field report and/or comments from reviewing agencies.
erely,
A. Dp
ield Representative
cc: Jonathan Howell, DCM
Ronnie Smith, USACOE
Sammie Rogers, Onslow County, LPO
1tECENED
rJU
N 0 2 2014
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net
DCM•MtillCrrY
An Equal Opportunity 1 Affirmative Action Employer

NOTI(ol$170A
v' AMA PERMIT
'� � w mow■ ■mow ��w
Rd., adjacent to
Onslow County.
APPLICANT:
• 11 .I • 1
Attn-Prestan
Raystiaw
1718 I ■
4lllpslir-Ai
FOR MORE DETAILS CONTACT
■t.■ VQI M••■O■ Y•• GAL.
Cq
k

,State of WoO4 (Qarolinit . ogsl.ou. _ _ _ _ goutq
THIS DEED, Made this 4th day or August, 1970,
M
Julius B. Parker and wife, Ethel S. Parker,
of Onslow County and State of North Carolina, of the first part, to
State of North Carolina,
ra f1o®t7cxxakiitseaefrmfe,mbcYlmiva, of the second part:
WITNESSETH, That said parties of the first part for and in consideration of Ten ($10.00)
Dollars and other valuable considerations -----------------------Daf9wa, to
them paid by said part y of the second part, the receipt of which is hereby ac-
knowledged, ha ve bargained and sold, by these present do bargain, sell and convey to said
successors
party of the second part its I I and assigns a certain tract or parcel of
land in Stump Sound Township, Onslow County, State of North
Carolina,
bounded as follows, viz:
/Beginning at a concrete monument in the eastern right of way line of SR No. 1530,
said beginning point being located south 52 degrees 10 minutes east 30 feet from
a point in the center of the aforesaid road, which point in the center of SR No.
1530 is located in a somewhat southwestwardly direction 4,111.5 feet from the
center of SR No. 1529 when measured along and with the center of SR No. 1530;
thence from the beginning and running south 52 degrees 10 minutes east 157 feat t
a concrete monument; thence south 21 degrees 30 minutes west 330 feet to en iron
pipe in the center of a mosquito control ditch; thence along and with the center
of the mosquito control ditch south 10 degrees 25 minutes west 117 feet, south
26 degrees 30 minutes west 106 feet, south 47 degrees 15 minutes west 79 feet to
another iron pipe; thence following along and with the shoreline of Turkey Creek
Bay north 15 degrees 50 minutes west 118 feet, north 30 degrees 15 minutes east
63 feet, north 40 degrees 30 minutes west 41 feet, south 74 degrees 30 minutes west
39 feet, north 45 degrees 35 minutes west 17 feet, north 20 degrees 25 minutes
west 68 feet, north 24 degrees 30 minutes east 40 feet, north 37 degrees 00
minutes west 49 feet, north 20 degrees 00 minutes east 44 feet to a concrete
monument; thence leaving the shoreline and running along the eastern right of way.
line of SR No. 1530 north 37 degrees 50 minutes east 362 feet to the beginning,
and containing 2.7 acres by actual survey of Roscoe Sandlin, Registered Surveyor.
?, 4 RBCEtvEn
DCM
JUN 0 2 2014
MAY 212014,
I)CM=Ni[fD C1TY
NO

TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and appur-
successors
tenances thereto belonging to the said part y of the second part its / )bob=and
assigns in fee simple, forever.
And the said part ies of the first part for themselves, their heirs, assigns, axe -
successors
colors and administrators, covenant with said part y of the second part its / *eivs
and assigns, that they are seized of said premises in fee, and have the right to convey the
same in fee -simple; that the same are free and clear from all encumbrances,
I
RECEIVED DCM W
and they will warrant and defend the said title to the s' tinst the lawful Aima 1
of all persons whomsoever. i' ,N O 2 2014 MAY
d]V R(diWi%i11<FY
1 201:
NO

IN TESTIMONY WHEREOF, The maid part ies of the first part have hereunto set their
0
hands and seal the day and year above written.
_ ..............(SEAL)
✓JuCliva B, Pa -yJj-
g hs arficei ----'—"'..(SEAL)
.... .._---------`------.._..---..------'-'-'----(SEAL)
Attest:..... .....-_.... _.._._.. . - .-...-... .. -(SEAL)
i
NORTH CAROLINA, UNSLt1W County.
I, A1tL..P nG ., �.1 .,.��-y--,�_ ri NOTARY PUBLIC
In and f r the said County and State do hereby certify that
JULIUS B. PARKER and ETHEL S. PARKER,
his wife, personally appeared before me this
day and acknowledged the due execution of the foregoing deed of convey nce,
Witness my hand andnotarial seal this :� day of'-IJ� --Q '4✓19 �20.
My commission expires i/ day of
NORTH CAROLINA, / County.
I, , a in and for said
County and State do hereby certify that
personally appeared be-
fore me this day and acknowledged the execution of the foregoing instrument, for the purpoxo
therein expressed.
Witness my hand and seal this day of , 1p
----......(SEAL)
My commission expires day of , 14 ,
ri
N�N 0 2 2014
DCM
iA);Y t 12014,
NO

NORTH CAROLINA, County.
This day of 19 , personally came before me t
. who, being by me duly sworn. says that he is
of the and that the seal affixed to the foregoing instru-
ment in writing is the corporate seal of said corporation, and that said writing was signed and seal- j
ed by him in behalf of said corporation by its authority du$, given. And the said
I
acknowledged the said writing to be the act and deed of said corporation.'.
Witness my hand and official seal, this day of , 19
(SEAL)
STATE OF NORTH CAROLINA, ONstjjpp��w (''nn NTr.
The rureguing cerlificade of
is certified to be correct. This instrument was presented for registration this day and hqour and I
duly recorded in the office of the Register of Deeds of Onslow County, N. C. in Book / "�
Page O r7
.�I This day of �//�� 'LY , A.D., 19 / Out o'clockoloM.
By
l` ReYistcr of Ueeds Assistant Register of Deeds j
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RECEIVED
JUN 0 2 2014
DCM-Mm erry
�N, NC
1 2014)

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property adjoining a proposed
excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows
the adjacent riparian landowner to express either:
1) objection to the project
2) no objection to the project and the desire to waive the right to the 30-day period so that application
processing can progress more rapidly. The adjacent riparian landowner may also choose to not
sign the form at all.
I, r ke r am an adjacent riparian landowner and have seen a copy of
the plans submitted by The North Carolina Wildlife Resources Commission dated May 15, 2014, wherein said
applicant requests a permit to excavate, fill, or otherwise alter the land or water adjacent to my property.
IN
I have no objection to the project as presently proposed and hereby waive the right of
objection as provided in G.S. 113-229.
❑ I have objections to the project as proposed and comments are attached
of adjocent riparian
Forward comments to:
Mr. Jason Dail
INC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RECEWED
JUN 0 2 2014
DCM MHD CITY
-N -/�
date
RECEIVED
DCM WILMINGTON, NC
MAY 2 8 2014

,. �'
A;,
.�•

■ Complete items 1, 2, and 3. Also complete A>
item 4 If Restricted Delivery is desired. X
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
''(II�^1, K�TScza; ANC wAl�� F
5ed Tur Kt'( Pt. zi>
L
by
C.
❑ Agent
Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
y t4 L L b 3. Service Type
0 Certified Mail 0 Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mall ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2
7011 2970 0000 3763 1979
PS Form 3811, February 2004 Domestic Return Receipt 102Rr17.-rk1,Ma
• Complete items 1, 2, and 3. Also complete A. S�
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you. B R,
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: D. Is
EDGA.R A+D BAxlk;i- M,U6rTt"
K03 Y"K-WY VOt" K17
.TwIcPtyVltlky NG Zgt+{b
F JU�N 1► � 204
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�J- O Agent
vedby (Pnnfec ry4me) / C. Dbte of L
�Lq� _
Oy address different fr4 kern 1? ❑ yes
S, enter delivery address below: ❑ No
riLCE- ED
DW VlILMINGTON, NC
3. Service Type
❑ Certified Mall ❑ Express Mat
❑ Registered ❑ Return Receipt for Merctxrdse
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. N.
7011 29711 0000 3763 1962
PS Form 3811, February 2004 Domestic Return Receipt
10259502d,1.1540
RECEIVED
J, 0 2 2014
DCM-MHO CITY

e7M
w=
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory,
Governor
John E. Skvarla, III
Secretary
May 29, 2014
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Division of Coastal Management Major Public Notice:
• NCWRC-Turkey Creek / Onlsow County
• River Run Plantation / Brunswick County
Kyle & Heather: Please publish the attached Notice in the Saturday, May 31, 2014 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Divison of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card
(number on file with Elsa Lawrence, Ref acct # 796-7215). Please send a copy of the credit card receipt to
me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
ha�Ps n
Permit Assistance & Customer Service
Division of Coastal Management
cc: WiRO
Jonathan Howell - MHC DCM
Ronnie Smith - USACE
Michele Walker- DCM RECEIVED
JUN 0 2 2014
127 Cardinal Ddve Ext., Wilmington, NC 28405 DCN[ 1d1iDCTrY
Phone: [phone] \ FAX: [phone]ntemet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Mon Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for development permits in an Area of
Environmental Concern as designated under the CAMA. According to said applications, On May 12, 2014,
River Run Plantation POA proposed to conduct maintenance excavation between 3442 & 3472 Marina Dr.
SE, adjacent to the Lockwoods Folly River, near Bolivia, Brunswick County; and on May 21, 2014 the N.C.
Wildlife Resources Commission proposed to rehabilitate 2 boat ramps and a parking area at 619 Turkey
Point Rd., adjacent to Turkey Creek in Holly Ridge, Onslow County Copies of these applications may be
examined or copied at the offices of Holley Snider (BR Co.) and Jason Dail (ON Co.) N.C. Dept. of
Environment & Natural Resources, Div. of Coastal Management, 127 Cardinal Drive Ext., Wilmington, North
Carolina 28405, (910-796-7425) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to June 21, 2014 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.
RECEIVED
JUN 0 2 2014
IDCM-M0 CITY

ay 15, 2014
OCP AP
NEXT FUNCTION
BROWSE:
3:40:59 PM
DOCUMENT PAYMENT GENERAL INFORMATION
ACTION: HISTORY: 05/15/2014 15:40:50
PAY ENTITY 17PT VEND/EMP NBR: 566000372 40
VEND/EMP SHORT NAME: DENR DOCUMENT NBR: TURKEYCRK051414
DOCUMENT DATE : 05/14/2014 PAYMENT NBR: 001 PRTL PYMT NBR: 000
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
GROSS INVOICE
PAYMENT AMOUNT
AMOUNT PAID
400.00
400.00
400.00
PAYMENT TERMS : NET PAY IMMEDIATELY
PAYMENT DATE : 05/14/2014
PAYMENT ROUTE CD :
FACTOR NUMBER
REASON CODE/DESC
VAT INCLUSIVE N
EXPENSE IND
GL EFFECTIVE DATE: 05/14/2014
EXTRACT DATE
ACCRUAL CANC DATE:
CURRENCY CODE
DISCOUNT TYPE
NOT TAKEN
DISCOUNT TAKEN
PAYMENT STATUS
PAID
PAYMENT REF NBR
0000069914
PAYMENT TYPE
ELECTRONIC
HANDLING CODE
ONE INVC PER PYMT: YES
BANK ACCT PYMT CD: IGO
rT)
RECEWED
N 0 2 2014
CM-MHDCITY
Wo
RECEIVED
DCM WILMINGTON
MAY 21 ZOA

MAJOR PERMIT FEE SCHEDULE
NCWRC: Turkey Creek /$4001Onslow Co.
DCM %
DWD %
Development Type
Fee
14300160143510009316256253
2430016024351000952341
I. Private, noncommercial development that does
of involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
11. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$400
100%
$400
0%
$0
I II. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
90 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or aquatic life:
$400
1 60%
$240
40%
$160
111(D). If General Water Quality Certification No.
90 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
of more than one acre of wetlands
ravation
/or open water areas:
$475
60%
$285
40%
$190
RECUVM
JUN 0 2 2014
pCM MHD M7

v
-
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
MAIN OFFICE
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
PHONE: [phone]
FAX: [phone]
SHEETINDEX
SD-0.0
COVER
SD-0.1
OVERALL SITE / EXISTING CONDITIONS
SD-1.0
DEMOLITION PLAN
SD-2.0
SITE PLAN
SD-3.0
GRADING PLAN
SD-6.0
RAMP & DOCK PROFILES
SD-6.1
BREAKWATER WALL PROFILES
SD-8.0
DETAILS
SD-8.1
DETAILS
SD-8.2
DETAILS
LAKE ROGERS DEPOT
1718 NC HIGHWAY 56 WEST
CREEDMOOR, NORTH CAROLINA 27522
PHONE: [phone]
FAX: [phone]
PROJECT
TURKEY CREEK BOATING ACCESS AREA
TURKEY CREEK
619 TURKEY POINT ROAD
SNEADS FERRY, NC 28460
ONSLOW COUNTY. NC
PERMIT DRAWINGS
I I I It /,,'',
�H CARp
a SEAL I-
= 35003 =
NGIBI Ro`
S�►s��y
ELEVATION NOTES
- ELEVATIONS SHOWN ARE ON NAVD 88 VERTICAL DATUM
- MEAN WATER ELEVATION = 0.00
VICINITY MAP
NOT TO SCALE
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35003 _ Z 1-
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'TYP) / OWNER.' r ARKER TROY E � � �� ; w o
' oN
& ROBERl - s.- WALTCR / % (c �.NC'INE�� �'��� i v - o o Q+
S R o / ST O� �� �z 50002,
Nr�
EXISTING CA ' l PIN 426703,E 168 / rir ON B. R `��� ox 1° w w o o^ o^
WETLANDS - l 7 r �// I l i l� 111 o
a
TURKEY CREEK � � i ref x z 0
' � ,-SURREY CONTROL � x o o 4 (D .
POINT / o a N o
l OVl.7T': 0 N zoi�a4 a`W
MEAN WATER - / -
ELEUATION , �� i� / / ROBERTG „c BAARA P
/ END OF 03 5 P 267 24384 /
f / I PAVEMENT
Ex
Ex PG�E
EXISTINGIt
FIXED DOCKS ! - A
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EX1STtlJG NCRETF / EX EDGE N`.
1 � � �., � GRAVEL (�(YPJPAVEMET
/ RAMP _ \ EX. WOOD
Q
LINE OWNE4 NO WILDLIFE Z
1
RESONPCES COMM ! ' m z
.. PIN:4�703244578
\ / _ EX. TELEPHONE r/ Y
PEDESTALS W F-
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OWNFR.MIDCL- T ET ;' 4 k
& BARBAr'A % JO' CAMA BbFFER-�V�
PIN: 426703245 i
(n°/ �� \ _... �, i ���Q��i OWNER TITUS EDWARD W U
/ 75' AFC BUFFER / `\�^�� PIN: 42670246,971
�� P,ROPERJY� / CID
(TYP,) LIVE (TYP) ' EX_ 404y ��r L / Z
RECEIWETLANDS / '� ✓// DCM WILMIN� MKIkin
ADJACENT PROPERTY OWIEP THGMAS LEE '/ / Dale:
/ EXISTING �� LWI&2014
LINE 7YP � C IV Rt ,,Gr . / / < ( ) R N r F, & 70ENDA OWNER: I LLLA / CONTOURS (7YP) / +' File Name:
PIN: ^26703246479
420�� '1�J33 9 / P,V: 42670G247503 / suNeyea M+
50 0 50 100 50' Designed PBR
/ — — Drawn' PBR
0 s r �"': GRADY - _.. - _ __ : ApPP vex
HENRY A JR ESTAIE �' NO.
: 42670324762' S c a I ;.
/o 1 " _ SD-0.1

DEM0LI71ON NOTES
1. ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND
IN WORKING ORDER PRIOR TO BEGINNING ANY DEMOLITION,,
CONSTRUCTION, OR LAND DISTURBING ACTM77ES.
2. ALL GRAVEL INSIDE THE LIMITS OF DISTURBANCE IS TO BE
INCORPORATED INTO THE SUBGRADE.
3. ANY DAMAGE TO EXISTING INFRASTRUCTURE INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, SIDEWALKS, URU71£S ETC., NOT
SHOWN TO BE REMOVED IS TO BE REPAIRED.
4. ALL DEMOLITION MATERIALS ARE TO BE DISPOSED OF OFF -SITE
AT PERMITTED FACILITIES.
5. ANY UTILITY RELOCATIONS ARE TO BE COORDINATED WITH THE
UTILITY PROVIDER.
6. ALL KNOWN U77LITIES ARE SHOWN BASED ON A FIELD SURVEY
AND AS -BUILT DRAWINGS.
7. CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL UTIL177ES ON
THE SITE REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
TO PROCEEDING.
8. TOPOGRAPHIC AND WATER LEVEL INFORMATION AND ELEVA77ONS
ARE BASED ON A SURVEY BY NCWRC.
9. REMOVE ALL EXIS77NG SIGNS FROM THE SITE AND STORE
OFF -SITE. UPON COMPLETION OF CONS7RUC770N, REPLACE OR
REINSTALL ALL SIGNS COORDINATE LOCATIONS WI7H ENGINEER.
EX. SIGN TO BE -
REMOVED AND REPLACED
EX. POLE TO-�
REMAIN
EXISTING FIX£B
DOCKS ARE TO BE
REMOVED
75' AEC BUFFER
() 30' CAMA BUFFE
(TYP)
EXISTING CA
WETLANDS n
TURKEYCREEK
�Z
MEAN WATER
ELEVATION
\ EXISTING CONCRETE _ - ` ♦ - -
RAMP TO BE
REMOVED
LIMITS
DISTURBANCE (TYP)-
MEAN WATER
ELEVATION
/ 30' CAMA
75' A
/
o11111 rill,,
/ = 35003
/ / / :,'PAS; • NGINE� yr°��
/1 / ljllnn111�
11-EXI GRAVEL IN HATCHED S,IS,M�
AREA TO BE REMOVED
� ` / / l-REMOVE AND REPLACE
io eioe
�J'1.':*:JJa
EX. ASPHALT IN HATCHED /
AREA
/ EX. POLE TO /
I REMAIN
♦ `% \
EX. EDGE OF I EX SIGN T
GRAVEL (TIP)' BE REPLACED
I -TREES INSIDE LIMITS 1
OF DISTURBANCE ARE 0o.40EX. EDGE OF
♦ti,♦ TO BE REMOVED 00 PAVEMENT
7�- S
IMITS OF
DISTURBANCE
ROPOSED Yam_ (TYP) ���L;I WOOD
WOOD LINE LINf �
(TF`,EP) ` �,\ eJ�G/ JUN 0 2 2014
/``
C PROPERTTY
(TYP) // LINE (TYP)
(Typ) / E40 / WETLANDS
ANDS
DCM WIMIN1GTC
MAY 212014
50 0 50 100 150
/ Scaje_- 1 " = 50'
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SITE PLAN NOTES w 3 cNi m
1. ALL ANGLES ARE 90' UNLESS OTHERWISE NOTED. c z q N
2. PAVEMENT STRIPING ON ASPHALT SHALL BE YELLOW TRAFFIC - o o
GRADE PAINT MANUFACTURED EXPRESSLY FOR MARKING '� = O d o.
PAVEMENTS: » o o
3. ADA PARKING SPACES SHALL BE SIGNED W17H TYPE R7-8-80 MAXIMUM \��� t tt// x m w
SIGN PER SOR R7-8A E20-3376 OF PARKING
THESIGN
NORTH CAROLINA HANDICAP ENE _ - /� ����� \A CPO ///i w 5 - 0 m LL
75" AEC BUFFE _ lr�
CODE. _ _ FEg/�•' i W
4. REFERENCE DEMOLITION PLAN SHEET CD-1.0 FOR EXTENT 30" GAMA BUFF£ / _� �'O.�0 _ w»
OF DEMOLITION AND REMOVAL OF CURB AND GUTTER, GRAVEL, SQL _ _
PAVEMENT, DRIVEWAYS, WALKWAYS ETC. / ASPHALT PAVEMENT / / 35003 N zw w
U O N
/ (RE '2/SD-8.0). �0'•. �' n w �'o o E
/ TYP. IN HATCHED / •'•�'vGINE� ' '��: � w a N o o a
MEAN WATER / AREA IN PARKING /i FS • • • • • • ' y5 �� 0 w w O
ELEVA77ON LOT AND ON 7UR /'//TON B. R� ��� < u J z
PROPOSED K10SK TURKEY CREEK / �. POINT RD ///t t ��6019.. .. .1
(RE.3/SD-8.1) �Z EXISTING CA ' , ' _ , £X, GRAVEL AND 5�1'S/MI g z
WETLANDS - - / / / ASPHALT TO REMAIN z E a u.
NNYL SH£ETPILE ROLL CUR j '� ' / / ,
BREAKWATER - WALL1 (RE• 1/SD-8.0) `
9 d
(SEE SHEET SD-6.1 FOR �. ' " - ` i r i • f / 8
PROFILE & SD-8.2 FOR / r goo` \ TIE TO EX.
DETAILS) ASPHALT/GRAVEL /
_ LIMITS OF
WIDE
CONCRETE RAMPS` . . �. % iy P y / 15.0' DISTURBANCE (TYP) / / W
(15' FROM EDGE OF " �` = ` \ \ Lu
DOCK TO EDGE OF 16.0' - i - Q U
RAMP)
50
TIE TO fX. / W >y�
,` R85.0' Y
� PAVEMENT /
VLNYL SHEETPILE {5.0`: -/•. ._- /
BREAKWATER - WALL 12 _ / ADA SIGN / a I= —
(SEE SHEET SD-6.1 FOR / (RE.-8.0)
PROFILE & SO-8.2 FOR R25.0/ R25.0, 825 0 25.0 20 0, �',� �� U)
Ot7 16.0' /' j _ - MAKE READY ' y `� R50 0'� sO�,o'QO V
LANE
8'x60' FLOATIN
DOCK (3 - 8'x2O' J/, _ \ PROPOSED ./
SECTIONS) _ - / ` / y / R20.0 "25 0' \ STRIPING ` \ (' Z
10 D' '� (TYP) REPLACE Z Q
CONCRETE DOCK / Z� t 50.0' j \ J
ABUTMENT EX. SIGN
1 �,aC y (RE-4/SD-B.1) �� Q
\ 20' VERT. CURVE _ ��� Rl�t70 .. y O
(RE 1/SD-8.2) T ^ y ` y HEEL SLu
TOPSTIE TO
0'•` i ♦" (RE. -0) (TYP) PAVEMENT
y-� ROPOSED EDGE OF
CONCRETE . ` \ ��'.��..- ' l,-, j LLI
\ APRON ADA SIGN • PAVEMENT (TYP) W
_ (RE..4/0-8.0) /
/
\ - _ PROPOSED 1 til _ U
� • - - - - WOOD LINE B"OAT7RAlLER EXISTING W00D/ } Z
/ LANDSCAPE ` . ` . ' . ` PARKING SPACES �'-�- LINE /�)�
ISLAND - . : \ l,/` t 3`LLlT11
(INCLUDES 1 ADAPROPERTY/ `r / Z)
LINE (7YP) / MEAN WATE / ` ` _ . ` SPA 1 , J U N 0 2 2014 oU
ELEVATION
2 - SINGLE , HICLE Q// O
ADA NOTES.• / 30' C , PARKING SPACES
FOR ALL SIDEWALKS AND ADA PARKING SHOWN ON THE PLAN,/ _. - BUFFER/ ONGLUDES/1 ADA
75' AEC EXISTING 40 \ / O
THE FOLLOWING APPLIES: - SPACE) / RECEIVED
1. SIDEWALK LONGITUDINAL SLOPES ARE TO BE 4.87 MAXIMUM / BUFFER / WETLANDS `�� � / DCM WILMINGTON,
2. SIDEWALK CROSS SLOPES ARE TO BE 1.8% MAXIMUM / , / / ` \ ` 05/152014
J. A MINIMUM I' SHOULDER AT MAXIMUM 2X SLOPE lS / / / / / MAY 212014 He Name:
REQUIRED ADJACENT TO ADA PAVED ROUTES UNLESS A IfAND / eyed:TwftDN° '
RAIL IS CALLED OUT / ADJACENT PROPERTY ,
-4_ ADA PARKING (PARKING SPACES AND AISLES) TO 0E A / , LINE (TYP) ~% 50 0 50 1 00 1 50 S"g PsR`
MAXIMUM Z.8X SLOPE IN ANY DIREC77ON FOR THE E 7/RE AREA aea
/ / / Scal/(� 1 " = 50' SD-2.0

GRADING N07ES
1. ALL SLOPES ARE TO BE 3: l MAXIMUM UNLESS OTHERWISE
NOTED.
2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE
ADEQUATE TO PREVENT STANDING WATER OR WET AREAS, AND ---�
TO ENSURE THAT ALL STORMW47ER RUNOFF FLOWS TO INLETS
OF OTHER POINTS OF DISCHARGE.
J. EXISTING TOPOGRAPHIC INFORMATIC
CONDUCTED BY NCWRC.
4. ALL GRADES ARE TO BE FIELD VD
CONTRACTOR PRIOR TO BEGINNING COA
ENGINEER SHALL BE N071F1ED IF ANY i
PRIOR TO PROCEEDING WITH CONST)3U(
5. CONTRACTOR SHALL NOTIFY INC 0
HOURS PRIOR TO BEGINNING C,
HAVE EXISTING UTILITIES LOCATED. CC
CONTACT ANY LOCAL U7TLITIES THAT PA
-L0C4TOR_SERVICES IN&EPENDENT OF 1
COI
20
D
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0
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051152014

PERMIT DRAWINGS - NOT FOR CONSTRUCTION
r
CONCRETE APRON
8" REINFORCED CONCRETE OP OF RAMP/
O-h w
�
3 u mA
6' WASHED STONE VERTICAL CURVE RTICAL CURVE
y
5S Z 4 m
ELEV = 2.50 ELEV = 1.38 OTTOM OF RAMP
3' S9.5B ASPHALT
SE
B. COMPACTED ABC 20.0' VERT. EL£V = -6.00
20.0" 52.7' ® 14.8 SLOPE
0 o
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Z
5 CURVE 5
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W m
K 9Ym Kt
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NORMAL WATER
W
0
LEVEL = 0.00.
0
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LOW WATER
i oPw
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— —
—
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— —
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RAMP STRUCTURE NOTE: SEE 1 SD-8.2 FOR7
/ EXTEND RAMP TOE ELEVATION ON XISRNG GRADE
~ "� Z o � = ..
z o aq a
8" STEEL REINFORCED CONCRETE ADDlT/ONAL VER77C4L CURVE (-6.00) TO END OF
'
6' WASHED STONE DETAILS. VERTICAL CURVE IS BREAKWATER WALL 141E TO EX. GRADE
RAMP 1 PROFILE 12' CLASS A RIP RAP IDENTICAL FOR BOTH RAMPS. USING 1:1 SLOPE
z
M3
p
� ff�
.a
CONCRETE APRON
8" REINFORCED CONCRETE TOP OF RAMP/
Y
6" WASHED STONE VER77CAL CUR rVERTICAL CURVE
3" 59.58 ASPHALT ELEV = 2.50 ELEV = 1.38 BOTTOM OF RAMP
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• =III —III II—III=1' �
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ADA SIGNAGE —I I I —I I _SEEL STOP SD 8.0
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1. ALL S/GNA(E INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED EDITION OF
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES (MUTCD), THE NORTH CAROLINA DEPARTMENT OF
7RANSPORT477ON (NCDOT) STANDARD CONSTRUCTION DRAWINGS.
2 SIGNAGE MATERIAL SHALL CONFORM 70 MUTCD COLOR AND REFLEC77WTY STANDARDS AND SHALL AT A
MINIMUM BE ENGINEERING GRADE REFLEC77W MA7ERIAL, EXCEPT STOP SIGNS STOP SIGNS SHALL BE
CONS7RUCTED OF HI -INTENSITY GRADE MA7EMAL ON A JO-INCH BY 30-INCH OCTAGONAL STOP SIGN BLANK.
3. ALL SIGNS EXCEPT STREET MARKERS, SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS
A MINIMUM OF SEVEN FEET (7-FT) ABOVE GROUND LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE
TOP OF STOP SIGNS ACCORDING TO THE S7REET MARKER STANDARDS IN NUMBER 6 BELOW.
4. GROUND MOUN70 SIGN POSTS USED TO INSTALL SIGNAGE SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14
GAUGE GALVANIZED SIEEL 'U' CHANNEL POSTS OR TWO INCH (2-IN) GALVANIZED SQUARE STEEL TUBING. WHEN
USED IN SPECIFIC LOCATONS AND DIRECTED BY THE OWNER, COLORED GROUND MOUN7EO SIGN POSTS MAY BE
REQUIRED 70 MATCH EYJS77NG S7REETSCAPE IN THE PROEC7 VICINITY. COLORED GROUND MOUNTED SUPPORTS
SHALL BE STEEL WITH A POWDER COATED FINISH ALL GROUND MOUN7ED SIGN P057S SHALL HAVE 3/87H INCH
HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (I -IN) SPACING FOR THE EN77RE LENGTH OF THE
POST.
5. GROUND MOUNTED SIGN POSTS SHALL BE DRIVEN TO A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. ALL
POSTS SHALL BE PLUMBED AND LEVELED AS THE POST IS INSTALLED.
6. ALL STREET MARKERS (STREET NAME SIGNS) .SHALL BE DESIGNED AND INSTALLED AS FOLLOWS'
A. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSEC710NS AND WILL INCLUDE THE BLOCK
NUMBER OF EACH STREET.
B. ALL SIGNAGE PRO14DED AND INSTALLED SHALL BE CONSTRUCTED FROM A 0.080 GAUGE ANODIZED
ALUMINUM SIGN BLANK AND CONFORM TO STANDARD MUTCYI SIGN SIZES
C S77?£ET MARKERS SHALL BE DESIGNED IN A STACKED CON17GURA77ON AND LOCATED IN A MANNER FOR
VISIBILITY FROM ALL DIREC77ONS OF TRAVEL
D. S7REET NAMES SHALL BE DISPLAYED BY USING A MINIMUM OF 4' REFLECTVE WH17E LETTERS AND 2'
REFLEC17W WHITE NUMBERS FOR THE BLOCK NUMBERS AND ABBRE14A TONS (RD, DR, ETC.) ON A REFLEC77VE
GREEN BACKGROUND. ON PRIVATE STREETS, A NOTATON OF PRIVATE STREET' IN 2' BLACK LETTERS ON A
YELLOW BACKGROUND WILL BE ADDED ON THE EDGE OF 7HE SIGN CLOSEST TO 7HE ROAD. SIGNS MUST NOT
HAVE BORDERS
E. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTVITY STANDARDS AND SHALL
AT A MINIMUM BE ENGINEERING GRADE REFLEC77W MA7ERIAL
F. THE LETTERS SHALL BE DESIGNED USING THE STANDARD HIGHWAY ALPHABET OF FHWA, SERIES B.
7. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY
IMPROVEMENTS ARE REQUIRED OR WILL BE PLACED ON NEW STREETS TO BE ACCEPTED BY THE NCDOT. PAVEMENT
MARKINGS MUST BE MADE OF A THERMOPLAS77C MATERIAL AND ADHERE TO SECTON 1200 OF THE NCOOT
ROADWAY STANDARD DRAWINGS 2006 EDMON.
1/SD-8.1
SIGNAGE NOTES
NTS
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KIOSK
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3 LB/L
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. KIOSK HAS 4-4X6 POSTS, TO BE
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2 CONTRACTOR SHALL INSTALL ADEQUATE
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NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
MAIN OFFICE
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
PHONE: [phone]
FAX: [phone]
SHEETINDEX
SD-0.0
COVER
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OVERALL SITE / EXISTING CONDITIONS
SD-1.0
DEMOLITION PLAN
SD-2.0
SITE PLAN
SD-3.0
GRADING PLAN
SD-6.0
RAMP & DOCK PROFILES
SD-6.1
BREAKWATER WALL PROFILES
SD-8.0
DETAILS
SD-8.1
DETAILS
SD-8.2
DETAILS
LAKE ROGERS DEPOT
1718 NC HIGHWAY 56 WEST
CREEDMOOR, NORTH CAROLINA 27522
PHONE: [phone]
FAX: [phone]
PROJECT
TURKEY CREEK BOATING ACCESS AREA
MCEIVED
JUN 18 2014
TURKEY CREEK
619 TURKEY POINT ROAD
SNEADS FERRY, NC 28460
ONSLOW COUNTY, NC
PERMIT DRAWINGS
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NOT LIMITED To, PAVEMENT, SIDEWALKS, UTILITIES, ETC., NOT _ _ i -. �� /�/� ///i� o
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4. ALL DEMOLITION MATERIALS ARE TO BE DISPOSED OF OFF -SITE /% O� F L� w a+
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7. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL Uhl ON EXl WNETLANDS / // ��F '�NGIN��e'•g'���� o LL J Z °""
THE SITE REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
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8. TOPOGRAPHIC AND WATER LEVEL INFORMATION AND ELEVATIONS ) / 1 n l i I 1 I g r
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9. REMOVE ALL EXISTING SIGNS FROM THE S17E AND STORE MEAN WATER / V AREA TO BE REMOVED
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DCM WILMINGTON
JU MAY 212C;v V05'l&'2014
NY82014 /50 0 50 100 150 Scaj(- 1 = 50' D-1.0

GRADING NOTES•
1. ALL SLOPES ARE TO BE 3.• 1 MAXIMUM UNLESS OTHERWISE
NOTED.
2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE
ADEQUATE TO PREVENT STANDING WATER OR WET AREAS AND --'
TO ENSURE THAT ALL STORMW,47ER RUNOFF FLOWS TO INLETS
OF OTHER POlN7S OF DISCHARGE. c� •_ '
3. EXIS77NG TOPOGRAPHIC INFORA
CONDUCTED BY NCWRC.
4. ALL GRADES ARE TO BE RELD
CONTRACTOR PRIOR TO BEGINNING
ENGINEER SHALL BE NOTIFIED IF A
PRIOR TO PROCEEDING WITH CONS
5. CONTRACTOR SHALL NOTIFY IN
HOURS PRIOR TO BEGINNING CQN5
HAVE D(IS77NG U77LI77ES LO,ATED.
CONTACT ANY LOCAL U7X-fflFS THAT
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o a
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RAMP 1 PROFILE 12" CLASS A RIP RAP IDENTICAL FOR BOTH RAMPS USING 1:1 SLOPE
NITS
V
CONCRETE APRON
I
8" REINFORCED CONCRETE OP OF RAMP/
6" WASHED STONE VERTICAL CURVE ERTICAL CURVE
-
3' S9.5B ASPHALT ELEV = 2.50 ELEV = 1.38 TTOM OF RAMP
W
8" COMPACTED ABC 20.0' VERT. ELEV = -6•00
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TIE ABUTMENT APPROACH-1DCM WILMINGTr
DC,V-M??JC!Ty TO TOP OF RAMP EXTEND RAMP TOE ELEVATION XISTING GRADE
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NOTE: ALL CURB ON THE
SITE IS TO BE SPILL ROLL
CURB
1/SD-8.0
ROLL CURB
NTS
VAN ACCESSII
AS REQUIRED
R7-8 SIGN, BOLT TO
POST W/ 3/8- CADMIUM
PLATED BOLTS, NUTS,
AND WASHERS.
GENERAL NOTES:
1. REGARDLESS OF AGE,
ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY
ABOVE -GROUND SIGNS.
NOTE: SIGNAGE TO PER
N.C.S.B.C. DETAILS
R7-8 & R7-8D
GALVANIZED "U"
CHANNEL POST
12" ROUND CONC.
FOOTING SLOPE To:
DRAIN
PAVEMENT OR GROUND
MOVED
JUN 182014 I :���r�'=,' G�7' �
DCM-MHDaTv
4/SD-8.0
ADA SIGNAGE
NTS
CURB NOTES (APPLIES TO ALL ROLL CURB AND
STANDARD CURB AND GUTTER)
I. PLACE CONTRACTION JOINTS AT 10' INTERVALS,
EXCEPT 771AT A 15' SPACING MAY BE USED WHEN
A MACHINE IS USED OR WHEN S4775FACTORY
SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10'
INTERVALS.
2. JOINT SPACING MAY BE ALTERED /F REQUIRED
BY THE ENGINEER.
J. CONTRACTION JOINTS MAY BE INSTALLED W17H
THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS CONSTRUCT NON -TEMPLATE
FORMED JOINTS A MIN. OF 1.5' DEEP.
4. FILL ALL CONSTRUC77ON JOINTS WITH JOINT
nLLER AND SEALER.
5. SPACE EXPANSION JOINTS AT 90' INTERVALS
AND ADJACENT TO ALL RIGID OBJECTS.
6. INSTALL ALL CURB TO NCDOT STANDARDS AND
SPECIt7C4TIONS.
CONDITION 1:
PEDESTRIAN PATH
DOES NOT PASS -
UNDER OR AROUND
SIGN.
CONDITION 2:
PEDESTRIAN PATH
GOES BY, UNDER,
OR AROUND SIGN.
2/SD-8.0
ASPHALT PAVEMENT
m-
S/SD­S.O
NOT USED
NN
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2 PER WHEEL STOP Date:
RECEIVED oy>&zor4
UCM WILMINGTON, N I�Nama.
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MAY 212014 a
m

1. ALL 5/GNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED ED17701V OF
THE MANUAL DN UNIFORM TRAFRC CONTROL DEVICES (MUTCO), THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NGDOT) STANDARD CONSTRUCTION DRAWNGS
2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A
MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL, EXCEPT STOP SIGNS STOP SIGNS SHALL BE
CONSTRUCTED OF HI-1NTENSITY GRADE MATERIAL ON A 30-INCH BY 30-INCH OCTAGONAL STOP SIGN BLANK
3. ALL SIGNS, EXCEPT STREET MARKERS SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS
A MINIMUM OF SEVEN FEET (7-FT) ABODE GROUND LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE
TOP OF S70P SIGNS ACCORDING TO THE STREET MARKER STANDARDS IN NUMBER 6 BELOW.
4. GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14
GAUGE GALVANIZED STEEL "U" CHANNEL POSTS OR TWO INCH (2-lN) GALVANIZED SQUARE STEEL TUBING WHEN
USED IN SPECIFIC LOCA77ONS AND DIRECTED BY THE OWNER, COLORED GROUND MOUNTED SIGN POSTS MAY BE
REQUIRED TO MATCH EXISTING SMEEMAPE IN THE PROLECT VICINITY. COLORED GROUND MOUNTED SUPPORTS
SHALL BE STEEL WITH A POWDER COATED FINISH. ALL GROUND MOUNTED SIGN POSTS SHALL HAVE 3/BTH INCH
HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (I -IN) SPACING FOR THE EN77RE LENGTH OF THE
POST.
5 GROUND MOUNTED SIGN POSTS SHALL BE DRIVEN 70 A MINIMUM OF 30 INCHES BELOW GROUND LEVEL ALL
POSTS SHALL BE PLUMBED AND LEVELED AS THE POST IS INSTALLED.
6. ALL STREET MARKERS (STREET NAME SIG✓S) SHALL BE DESIGNED AND INSTALLED AS FOLLOWS:
A. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS AND WILL INCLUDE THE BLOCK
NUMBER OF EACH STREET.
B. ALL S/GNAGE PROVIDED AND INSTALLED SHALL BE CONSTRUCTED FROM A 0,080 GAUGE ANODIZED
ALUMINUM SIGN BLANK AND CONFORM TO STANDARD MUTCD SIGN SIZES
C. STREET MARKERS SHALL BE DESIGNED IN A STACKED CONFIGURATION AND LOCATED /N A MANNER FOR
VISIBILITY FROM ALL DIRECTIONS OF IRA VEL
D. STREET NAMES SHALL BE DISPLAYED BY USING A MINIMUM OF 4" REFLECTIVE WH/IF LETTERS AND 2"
REFLECTIVE WHITE NUMBERS FOR THE. BLOCK NUMBERS AND ABBREVIATIONS (RD, DR, ETC.) ON A REFLECTIVE
GREEN BACKGROUND. ON PRIVATE STREETS A NOTA7701V OF PRIVATE STREET" IN 2" BLACK LETTERS ON A
YELLOW BACKGROUND WILL BE ADDED ON 77YE EDGE OF THE SIGN CLOSEST 70 THE ROAD. SIGNS MUST NOT
HAVE BORDERS
E. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND RULEC170TY STANDARDS AND SHALL
AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL
F. THE LETTERS SHALL BE DESIGNED USING THE STANDARD HIGHWAY ALPHABET OF FHWA, SERIES B.
7. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY
IMPROVEMENTS ARE REQUIRED OR WILL BE PLACED ON NEW STREETS TO BE ACCEPTED BY THE NCDOT. PAVEMENT
MARKINGS MUST BE MADE OF A THERMOPLASTIC MATERIAL AND ADHERE TO SECTION 1200 OF THE NCDOT
ROADWAY STANDARD DRAWINGS 2006 ED177ON.
1/SD-8.1
SIONAGE NOTES
N"
3/SD-8.1
KIOSK
NTS DCMMOCRy
NCDOT
3 LB/1
CHANNi
VOTES:
'. KIOSK HAS 4-4X6 POSTS TO BE
'NSTALLED IN CONCRETE.
2. CONTRACTOR SHALL INSTALL ADEQUATE
4RACING TO HOLD SIGNS IN PLACE UN77L
ANCRET£ CURES.
3 CONCRETE F0077NG LOCATIONS SHALL
3E BASED ON DELIVERED SIGN
)IMENSIONS.
18" DIAMETER
CONCRETE BASE
2/SD-8.1
NOT USED
NTS
4/SD-8.1
ENTRANCE SIGN
NTS
PERMIT DRAWINGS - NOT FOR CONSTRUCTION N
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1_ ENTRY SIGN HAS 2-4X6 POSTS, TO N ,
BE INSTALLED IN CONCRETE Z J
2 CONTRACTOR SHALL INSTALL ADEQUATE
BRACING TO HOLD SIGNS IN PLACE UNTIL
CONCRETE CURES. • . Q W
3. CONCRETE F0077NG LOCATIONS SHALL Om
BE BASED ON DELIVERED SIGN
DIMENSIONS. Y
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RECEIVED osls'to14
DCM WILMINGTON, C vas awc
u"eyed MRL
180 DIAMETER MAY 212014
CONCRETE BASE "ed
SD-8. >

,
PERMIT DRAWINGS - NOT FOR CONSTRUCTION
F
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ELEV = 2.28
g
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1.91
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w
20.0'
S0
5.0'
5.0'
w C7 W
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SLOPE—�
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W cwi a
8
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--
a i W 8 m
SEE GRADING PLAN
FOR SLOPE AND
0.50t% SLOPE
—
0.60t% SLOPE 3.80t% SLOP£
— — — -
3 = 5 ti o
o W w w o 0 o m
o r
f — — ►
ELEVATION PARKING LOT CAST -IN -PLACE
7.20.1- SLOPE
10.60t9 SLOPE
LL U W -
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U = w x — ;->
REINFORCED CONCRETE
x o o i c2
14.0% SLOPE
� w = o w
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NOTE. VERTICAL CURVE ELEVATIONS
io
AND DISTANCES ARE IDENTICAL FOR
BOTH R4MPS.
_ 0
i/SD-8.2
VERTICAL CURVE
NTS
W
C
a U
NOTE, ORIENT HARDWARE SO THAT NO SHARP
Lu
EDGES ARE FACING THE RAMP. ALL BOLTS
ARE TO BE INSTALLED SO THAT THE HEAD
-
a
OF THE BOLT IS FACING THE RAMP.
06 TIMBER WALER
2x6 CAP BOARD
FLOATING DOCK
(LL:.''
3/8 "x5' HOT DIPPED GALV. CARRIAGE
LAP JOINT IN 4x6 WALER
I
HEAD BOLT, WITH 3/8- HOT DIPPED
'
a
GALV. STEEL HEX HEAD NU7 AON 3/8"
4X6 77MBER WALER
3/4" x JO" GALV.
I(V
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OT DIPPED GALV. STEEL FLAT WASHER
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VINYL SH£E7PlCE
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CL9900 OR EQUIVALENT
CL9900 OR EQUIVALENT
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RECEIVED
WILMINGTON
152014
F ame
�c�x.owc
1i)CM
4
4l
MAY 212014
S-rv- ed:
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MRL
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