20140567 Ver 1_CAMA Application_20140603

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2014
Division of Coastal Management
MEMORANDUM
TO Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
John E Skvarla, III
Secretary
LS (J
juN
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FROM. Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT. CAMA / Dredge & Fill Mayor 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 (910) 796 -7221
when appropriate, in -depth comments with supporting data is requested.
REPLY:
SIGNED
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
DATE
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone 910 - 796 -7215 \ FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity \ Affirmative Action Employer

18604ros

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 & FELL
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:
(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
7. HABITAT DESCRIPTION [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands — Coastal
64 ft2
(B) Non - Vegetated Wetlands — open
2,795 ft.'
water
(incorporated)
(C) Other
1,600 ft.-
+/- 53,000 ft.z
(shallow bottom)
(highground)
(D) Total Area Disturbed 57,459 ft 2 (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 (sahcornia spp ), Spike Grass (Distichlis Spicata), Black Needlerush (Juncus
roemarianus), Salt Meadow Grass (Spartina patens) and Salt Marsh Cordgrass (Spartina alterniflora). 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.
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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 1/4 width limitation
and would be located within the applicant's area of riparian access
Submitted by: Jason Dail Date: May 27, 2014 Office: Wilmington

Project 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 29522
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 (29.35 %) of
impervious surface. As a result, the proposed development results in a net decrease in
impervious area of 186 s£ In addition, no new concentrated outlets are proposed, and no
RECEIVED
,DS: M WILMINGTON, NO
MAY 21 ZOA

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.
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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 $'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 A

(lest revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission
1 17
MP i
J 9
(lest revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. 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(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
preston royster @ncwildlife.org
Z. 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
PO Box
City
State
1718 NC Hwy 56 W
Creedmoor
NC
ZIP
Phone No 1
Phone No 2
27522
919 - 707 - 0376 ext
919 - 930 - 4227 ext
FAX No
Contractor #
919 528 2524
Street Address (if different from above)
City
State
ZIP
Email
preston royster @ncwildlife org
RECEIVED
<Form continues on back> DCM WILMINGTON, NC

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 (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 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 ❑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 adjacent 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 [DNA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
DCM WILMINGTON, NC
w r

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site?
®Yes ❑No
(n) Are there coastal wetlands on the site?
®Yes ❑No
(nn) If yes to either (i) or (n) above, has a delineation been conducted?
❑Yes []No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
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 dnvers, 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 ❑Acres
g Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
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 stormwater be discharged into a wetland? ®Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No [DNA
j Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal D
DCM WILMINGTON, NC
<Form continues on back>
M

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) — (f) are always applicable to any mayor 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, 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 mad 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 Walter 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, permittee, and issuing dates
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 0 Print Name HCW1Z4e McSI —ON IWMIZ
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 2 k 701

Fortrtro DCM P&P-2
1i in;;Ill
A�"
(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.
9. EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards Existing concrete ramp, sand, organic muck
81 cy
(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
(n) 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
d High- ground excavation in cubic yards
267 cy
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions 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
(n) 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
(n) Describe the purpose of disposal in these areas
Unknown
d (Q Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(n) If yes, how much water area is affected?
_ "c:1VED
DCfV$ WN01-MINGTON, N(
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'
-3'
NA
NA
Depth
Final Project
-6'
-6'
NA
NA
Depth
9. EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards Existing concrete ramp, sand, organic muck
81 cy
(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
(n) 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
d High- ground excavation in cubic yards
267 cy
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions 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
(n) 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
(n) Describe the purpose of disposal in these areas
Unknown
d (Q Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(n) If yes, how much water area is affected?
_ "c:1VED
DCfV$ WN01-MINGTON, N(

�R ate' =x':.: 2,
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization
❑Bulkhead ❑Riprap ®Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL 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
I Source of fill material
b Length 68'& 68'
Width 1'
d Maximum distance waterward of NHW or NWL 50'
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(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 (r) Will fill material be brought to the site? ®Yes ❑No ❑NA b (i) WIII fill material be placed in coastal wetlands /marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 124 cv
(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
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
®CW 64 sf ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas
To construct the driveway access to the ramp
3. GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , dragline,
controlled? backhoe, or hydraulic dredge)?
A temporary spoil area with a double row of silt fence
c (i) WIII 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
Excavator, dozer, backhoe, motor grader, roller, dump truck, pile
driver, barge (potentially), crane (potentially)
d (i) WIII wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
Date' �y Applican ame
Turkey Creek Boating Access Area 1
Applicant Signature/ RECEIVED
Project Name DCM WILMINGTON, NO
MAY 2 120141
,-3 C rliel"AS

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
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, budding, rooftops, or to be used for vehicular driveways
or parking
227%
i Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
293%
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 stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
RECEIVED
DCM WILMINGTON, NO
MAY 2 12 0 A

,
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
C' ,f< fey
Date
Turkey Creek Boating Access Area
Project Name
NGaa )FL — PV65-f°bm IFPYS'reig
Applica Name
A
Applicant Signature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) 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, NC
MAY 2�1

R�
(Construction within Public Trust Areas)
Attach this form to Joint Application for LAMA 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
9. DOCKING FACILITYIMARINVA CHARACTERISTICS
a (i) Is the docking facility /marina
❑Commercial OPublic/Government ❑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 (Q Are Finger Piers included? []Yes ®No
(it) Number 1 floating
If yes
(m) Length 60' (floating)
(n) Number
(iv) Width 8'
(m) 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
(u) Number
(n) Number
(w) Length
(m) Length
(iv) Width
(iv) Width
(v) Floating []Yes ❑No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
None - Temporary tie -up for loading /unloading only
❑ Full service, including travel lift and /or rail, repair or
(u) 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
(u) if yes number of tie pilings?
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 trader
I (i) Will the facility be open to the general public?
®Yes []No
RECEIVED
DCM WILMINGTON, NC

2. DOCKING FACILITYIMARINA 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
❑ 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 (i) Give the location and number of "No Sewage Discharge" signs proposed
(u) 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
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
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? RECEIVED
❑Yes ❑No DCM WILMINGTON, NC
MAY 2 2014
2 = : -8 ?.�

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
❑WL []None
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
13. BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(n) Number
(w) Length
(iv) Width
Note Roofed areas are calculated from dnplme dimensions
14, GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) []This section not applicable
a (Q Number 2
(n) 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 ❑Public/Government ❑Private /Community
C Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
7. GENERAL
b Number
d Description of buoy (color, inscription, size, anchor, etc )
RECEIVED
DCM WILMINGTON, NC
MAY 2 1 20141
r. :. .. 'e` � F� �. ��� _ - '_:�,1,.'�'. •_ - a- u,ti_ .; �.'i_ _�n ex __ ___• �__— - _ - `_ ,o � w �si" = ,<'�s. ..,ti+"

a Proximity of structure(s) to adjacent riparian property lines
173' + /- to the west and 127' + /- to the east
Note For buoy or moonng piling, use arc 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
(i) 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
_r'1' ,glig
Date
Turkey Creek Boating Access Area
Project Name
Applic4rit Name
Applicant Signatur
RECEIVED
DCM WILMINGTON, NC
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TURKEY CREEK BOATING ACCESS AREA
NORTH DIVISION OF ENGINEERING SERVICES
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CAROLINA MAIN OFFICE LAKE ROGERS DEPOT i
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ONSLOW COUNTY, NC TURKEY GREEK
1720 MAIL SERVICE CENTER 1718 NC HWY 56 W
RALEIGH, NC 27699 CREEDMOOR, NC 27522
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RESOURCES Phone [phone] Phone 919 - 707 -0376
4"S Fax [phone] Fax [phone]
RAMP N D DOCK I L E S
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