20091007 Ver 2_CAMA Application_20170110

Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
�oaq 1067-
V 2 -
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
covemor
BRAXTON DAVIS
r)s_ .,r
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(cD-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (west Onslow Beach Boating Access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. 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.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resource Commission (NCWRC) — West
Onslow Beach Boating Access Area.
2. LOCATION OF PROJECT SITE: 656 Island Drive, North Topsail Beach, Onslow County.
Photo Index — 2006: 28-6492, G -J, 2-3 Lat: 34'29'51.09"N Long: 77°25'40.79"W
INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/29/16
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete —12/21/16
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of North Topsail Beach
Land Classification from LUP — Developed / Conservation
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing — Parking lot, boat ramp and fixed docks
Planned — Replace boat ramp(s) and floating dock(s) and
improve parking. Maintenance dredging is also proposed.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
0 ��yl;IM-
(A) Vegetated Wetlands
13,950 sq. ft.
2,014 sq. ft.
960 sq. ft.
(B) Non -Vegetated Wetlands
(access channel)
(ramp installation)
(incorporated)
(Open water)
(C) Other — High ground
Unknown
(dredge disposal at
31,288 sq. ft.
landfill)
(parking area)
(D) Total Area Disturbed: 48,212 sq. ft. (1.10 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: YES
8. PROJECT SUMMARY: The applicant proposes to re -develop and improve the public boat ramp
located at 656 Island Drive, North Topsail Beach, which is referred to as the "West Onslow Beach
Boating Access Area" (WOBBAA). In addition, the applicant proposes to maintenance dredge the
existing canal, located immediately adjacent to the site.

NCWRC - West Onslow Beach Boating Access Area
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 656 Island Drive, adjacent to Stump Sound, in North Topsail Beach, 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 to the intersection of
Old Folkstone Road and NC Highway 210. Turn right and cross over the high rise bridge onto Topsail
Island. Turn left at the first paved entrance on the left known as "Shrimp Lady Lane" and the project site
will be located along the left hand side at the terminal end.
The project site is located within an NC Department of Transportation (NCDOT) right-of-way/easement.
However, permission has been granted by NCDOT, authorizing the NC Wildlife Resources Commission
to reconfigure and improve the existing public boat ramp. The subject tract is approximately 1 acre in
size, with approximately 435 linear feet of shoreline frontage along a man-made canal bordering the
AIWW and Stump Sound. Elevations at the site range from 3'-5' above normal high water (NHW) and
water depths average approximately -3.0' deep, relative to Normal Low Water (NLW). The property is
bordered by Alligator Bay and an undeveloped spoil island to the north, a man-made canal to the south,
the AIWW to the west and the Town of North Topsail Beach to the east. There is an existing paved road
(Shrimp Lady Lane) that leads from Island Drive to the subject property. Currently, the public boat ramp
facility consists of a gravel parking area, two -single ramps and one -floating dock. According to the
applicant, the existing concrete ramps and floating dock would be removed as part of this project.
As for the natural conditions at the site, the majority of vegetation consists of scrub type with a mixture of
coastal wetlands located along the southern and northern shorelines. Coastal Wetland vegetation in these
areas include: Salt Marsh Cordgrass (Spartina alterniora), Glasswort (salicornia spp.), Spike Grass
(Distichlis Spicata) and Salt Meadow Grass (Spartina patens). The Coastal Wetlands on site range in
width from 2' to 150'. It should be noted the areas in the immediate vicinity of the existing and proposed
ramp(s) are void of any Coastal Wetlands. Cobble to boulder size rubble exist along the shoreline within
the transition zone between the normal low water (NLW) line and the edge of high ground.
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 OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant proposes to re -develop and improve the public boat ramp located at 656 Island Drive, North
Topsail Beach, which is referred to as the "West Onslow Beach Boating Access Area" (WOBBAA). In
addition, the applicant proposes to maintenance dredge the existing canal, located immediately adjacent to
the site.
As proposed, the applicant would eliminate the existing two-lane concrete boat ramp and floating dock
and replace the floating dock only, abandoning the existing ramp. The new floating dock would be
installed in the same location as the existing dock and would include two -8' x 20' sections bolted end -to -
,end, totaling 8' x 40'. The concrete which comprises the boat ramp would be removed and the bottom
contour would be maintained at its current depth through the proposed maintenance dredging activities. In
this location, the proposed floating dock would be positioned so that the terminal end of the float would
not extend beyond (waterward) the existing bridge bent (footer) which is located within the man-made
canal.

NCWRC — West Onslow Beach Boating Access Area
Page 3
Re -development of the subject property would include paving the existing gravel drive and parking area,
designating lanes for single and trailer parking (to include handicap), creating a "no parking/tie down
lane", installation of a kiosk (sign) near the new ramp and installation of a new two-lane ramp with single
floating dock.
Beginning along the entrance to the ramp, the applicant proposes to grade and pave the existing gravel
parking area, which is an area approximately 85' x 340', or 28,900 sq. ft. Currently, there are no
identifiable, or designated parking spaces, and the applicant proposes to improve parking by creating both
single vehicle and trailered spaces using lanes and wheel stops. In total, twenty-seven (27) parking spaces
would be created as part of the renovation, including the handicap space located at the far end of the
property, immediately adjacent to the proposed ramp. The remaining twenty-six (26) parking spaces
would be located along the northern edge of the property, adjacent to the existing guard rail. A 10' x 120'
tie -down area would be created along the southern portion of the parking area, at the base of the proposed
ramp, and a small kiosk would be installed just to the west. According to the application package, the
overall percentage of impervious coverage within the Coastal Shoreline Area of Environmental Concern
(AEC), as a result of the proposed project, would total approximately 75%, with roughly 31,288 sq. ft.
being graded, filled and/or disturbed. The re -development plan would result in a net reduction of
approximately 778 sq. ft. of impervious coverage. On November 7, 2016, NCDEMLR's Stormwater
Section authorized the proposed project as a redevelopment — State Stormwater exclusion, subject to
project no. SW8090804.
The proposed ramp would be located in the far northwest corner of the property and would consists of
two concrete launch/retrieval ramps and one floating dock. As designed, the boat ramps would include a
single 20' x 38' concrete pad, placed at the top of the ramp, and two -15' x 75' concrete strips (ramp
proper) along either side of the ramp approach and floating dock. An 8' x 40' floating dock (2-8' x 20'
sections) would be installed between the two ramps, which would span toward the south, into the man-
made canal. As shown on the attached workplan drawing (Sheet No. PD -2.0), the floating dock would
terminate along the alignment of the existing bridge bents; however, the proposed concrete ramps would
extend approximately 12'-15' beyond. This length appears to be necessary in order to gain the correct
"rise/run" of the ramps. Approximately 2,014 sq. ft. of shallow bottom habitat would be impacted as a
result of the proposed boat ramp(s).
In addition to the proposed ramp(s), floating docks and parking areas, the applicant proposes to
maintenance dredge the majority of the man-made basin, or at least the center line of the canal and
connecting areas surrounding the ramps and dock. As proposed, a 15'x 930' cut would be made along the
center of the canal, within the confines of what appears to be the "historical" limits of dredging. The
dredge cut would originate from the area surrounding the existing boat ramp and would continue toward
the west, ultimately tapering off along the edge of the AIWW. Existing depths within the footprint of the
proposed dredge cut average approximately -1.5' (NLW), and the applicant proposes to deepen the cut to
a depth of approximately -5.0', NLW. The proposed dredge cut does not appear to include any beds of
submerged aquatic vegetation, no shellfish beds, and no Coastal Wetlands. In total, approximately 920
cubic yards of dredge spoil material would result from the project, all of which would be transported, via
roadway, to the Onslow County landfill
10. ANTICIPATED IMPACTS:
The proposed NCWRC - West Onslow Beach Boating Access Area re -development plan would disturb
approximately 2,014 sq. ft. of previously disturbed shallow bottom area (due to ramp installation), and
would incorporate approximately 960 sq. ft. of open water area (floating dock construction).

NCWRC — West Onslow Beach Boating Access Area
Page 4
The proposed parking area would result in the grading and paving of approximately 31,288 sq. ft. of
highground. The proposed maintenance dredging/excavation would result in the removal of
approximately 920 cubic yards of material from an area measuring 15' x 930' x -5.0'. The open water
structures would be located within the applicant's area of riparian access. Minor increases in turbidity
should be expected during construction/development.
Submitted by: Jason Dail Date: 1/3/2017 Office: Wilmington

Prosect Narrative
Project Information: Date: 12/20/2016
West Onslow Beach Boating Access Area
Perquimans County
Engineer:
Myers Mast, PLA / Sara Sherman, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:
The West Onslow Boating Access Area project it located at the end of Shrimp Lady
Lane. off of Island Drive (NC Highway 210). in North Topsail Beach, NC. The current
property is a gravel parking area with a two lane concrete boat ramp and wood floating
dock. The ramp is on an unnamed channel that is approximately 1000' in length from the
Intracoastal Waterway. The access area is open 24 hours a day, 7 days a week free of
charge to the boating public. The area is unmanned and receives routine maintenance at
two week intervals during boating season. The current conditions of this site are .
substandard, and at this time NC Wildlife would like to complete a renovation of the
access area to bring it up to the current access area standards.
This property is within the NCDOT Right -of -Way of Island Drive/Highway 210 and
NCWRC holds an encroachment agreement with NCDOT to operate & maintain the
boating access area. NCWRC received a CAMA permit for construction of the boat ramp
facility and dredging of the channel in 1984. Other CAMA permits have been granted
since for dredging of the access channel and upgrades to the boat ramp and floating dock.
This project involves the renovation of the current WRC boating access area. This site
renovation will include a new, relocated double lane launch ramp, floating dock, a new
ADA accessible parking space, a re -built floating dock in the location of the old ramp,
and dredging. Construction will also include the asphalt paving of the gravel parking lot..
Impervious Surface:
The total project area within the NCDOT Right -of -Way is 42,003 sf (.96 acres). The pre -
development impervious surface on the site is 32,006 sf (76.68 %). The post -
development impervious surface on the site is 31,288 sf (74.82 %). The net loss is 778 sf.
The entirety of impervious surface loss is within the 75`AEC buffer.
RF_CrIVED
0CNA WILPAINGTON• NC

Dredging:
Dredging is required for this project. The access channel was previously dredged in 2009
as part of a ramp & dock renovation, under CAMA major permit #5-10. The previous
maintenance dredge was to a depth of -5 feet. The current depth of the channel varies, but
is an average depth of -3.77'. Therefore, to excavate to the desired depth of -5', the
average removal depth is 1.23'. The area to be dredged is 15' wide for approximately
930', totaling 16,786 sf. The revised plans, dated 11/17/2016, show additional dredging
to the location of the current ramp/proposed floating dock. This dredging will be done
bucket to barge and will remove approximately 765 cubic yards of material.
The dredge spoil will be hauled off-site as to not interfere with ramp & parking lot
construction activities. During a site visit with the CAMA representative, it was
determined that no Submerged Aquatic Vegetation was present in the area to be
excavated.
Per NCDOT/NCWRC encroachment agreement, all dredging activity is to maintain a
minimum 10' setback from all bridge structures.
Existing Stormwater Conditions:
The existing site has no stormwater controls. The current runoff is both infiltrated in
vegetated areas or sheet flows off the site. The current drainage patterns will not be
changed by this renovation.
Ramps/Docks:
The proposed project includes the construction of a 38' wide x 76' long, concrete launch
ramp. The ramp lanes are 15' wide with an 8' wide center abutment. An 8' floating dock
will be installed between the ramps. Beneath the floating dock, the ramps are widened to
16' wide so that the floating dock can rest on the concrete at times of low water. The
remainder of the ramp area beneath the floating dock, below NWL is rip -rap fill.
The new ramp will be constructed approximately 190' to the north of the existing ramp,
centered between the existing bridge bents. The ramps will be cast on site and then
pushed in place with a bulldozer. The upper portion of the ramp (above NWL) and the
abutment will be cast in place. The concrete slab of the existing ramps and floating dock
will be removed and a new free standing floating dock and abutment will constructed in
its place. The free standing floating dock will provide users an additional point of
embarkment, as the length of the floating docks are limited.
The average channel width is 140', therefore'/4 of the average channel width is 35' A 35'
offset line from the NWL has been shown on sheet PD -2.0, Layout Plan. It was
determined by the CAMA representative that the two dock structures shaW@dtMd
beyond the existing bridge bents. Cfi�IC-C"�—'^�`T.}"4

' NON W-1
UPLICATION for
Meier Development Fermft
(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 (if applicable)
West Onslow Boating Access Area
Applicant 1: First Name
Division of Engineering & Lands Management
MI
Last Name
Applicant 2: First Name
MI
Last Name
MI
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1720 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
27699
Country
Phone No.
910 - 707 - 0150 ext.
FAX No.
919 - 707 - 0162
Street Address ff different from above)
1751 Varsity Dr.
City
Raleigh
StateZIP
NC
27606-
Email
1720 Mail Service Center
2. Agent/Contractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
Last Name
Myers
Mast
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1720 Mail Service Center
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
919 - 707 - 0344 ext.
- ext.
FAX No.
Contractor #
919 707 0162
Street Address (if different from above)
City
State
ZIP
1751 Varsity Dr.
Raleigh
NC
27606 -
Email
[e-mail]
<Form continues on back>
IDCM RECEIV
WILMINGTON, NC
252-808-2608 .. 1-888-61RCt3 ST .. svivw.necoastalmanagarsaeret.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Developmerft Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow
656 ISLAND DRIVE (NC HIGHWAY 210)
210
Subdivision Name
City
State
Zip
n/a
North Topsail Beach
NC
28460 -
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
Intracoastal Waterway
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.
North Topsail Beach
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
435'
42,003 sf
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4' ❑NHW or ®NWL
e.
Vegetation on tract
The site is an existing gravel parking lot with some grasses and wax myrtles at the edges.
f.
Man-made features and uses now on tract
Wood kiosk, gravel parking area, metal guardrail, pole lighting, and concrete boat ramp with wood floating dock.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Marsh & waterway.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A - Tract is within NCDOT Right -of -Way
(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, N
�. n I,,
252-808-280S .. •1.•P83.-4 aC0A57 .. v+.r v3yu.s��cs�as alm�a3� e .^d r: vet

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is a renovation of an existing Wildlife Resources Commission boating access area. The renovation will include the
relocation of a double lane concrete boat ramp and floating dock, construction of a new ADA accessible parking space, and
resurfacing of the parking area with asphalt. The project will include the maintenance dredging of existing access channel.
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 include (but not limited to) excavators, backhoes, bull dozers, motor graders and dump trucks.
Marine construction may include a barge and trackhoe. All equipment will be stored on site.
d. List all development activities you propose.
Construction will include a two lane launch ramp, a floating dock, manuevering area, boat trailer/single car parking, and
dredging.
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? 32,066 ®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.
Currently, storm water sheet flows into the access channel and adjacent property. The proposed development will not add
any point discharge and will continue to drain as it currently does.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
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 [INA
If yes, attach a mitigation proposal.
<Form continues on back> RECEIVED
CSCM WILMINGTON, NC
252 -*308-2308 9-S68-1?v vi vi vv. ncrlsks)trraasaagerre nt.ne2

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) — (t) 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, 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 Mr. Richard Barnes Phone No.
Address PO Box 25045, Winston Salem, NC 27114 - 5045
Name Ocean Sound Village Corp. Phone No.
Address 1200 N. Federal Highway, Suite 411, Boca Raton, FL 33432
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.
CAMA Major 5-10 (2009 Ramp Replacement & Dredge)
CAMA Genral 7134-D (1990 Install Rip -Rap Stabilization)
CAMA Major 110-84 (1984 Ramp Construction & Dredge)
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.
1 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 11/17/2016 Print Name _Myers Mast
Signature "
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts RECEIVED
®DCM MP -3 Upland Development DCM WILMINGTON. NO
®DCM MP -4 Structures Information
7
252-80S-2808
J_:�; 8-c3 ? � C9t�1 � e•; >> ,ns:.':rustaI p Li Y) --fl g n= n"; r''c.
iaa_ i

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 OPublic/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
�.
(iii) Length
(iv) Width
8'
0
(v) Floating
®Yes
❑No
e. (i) Are Platforms included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
n/a
(ii) Number of slips existing
n/a
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: 24'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed types
I. (i) Will the facility be open to the general public?
®Yes []No
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888 4ROGAST :a wwvi3.ncce.azt,aImanargersleint-net revised: 12/27/06

Form D-CiVl PYIP-A., (structures, page 2 ei mi)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; 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.
(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.
i. 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?
RECEIVED
DCM WILMINGTCN, NC
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
S? -8 8•• 8 8 :: t-8813 3 3 T :; vvbv,zi.s:c o s a]r3��na�w dae i, �r`e 5,avissJ: -12/27/06

Form DCM NIP -4 (Structures, Penge 3 of
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.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECVED
DCM WILMINGTON, NC
Vis;
252-808-2808 :: 11-8884RCOAST :; revised: 12/27/06

Form DCCJM lbst3'a9cwres, Page 4 of K?)
a. Proximity of structure(s) to adjacent riparian property lines
135' at closest point
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
130'-140' channel
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.
d. Water depth at waterward end of structure at NLW or NWL
5'
8. OTHER ®This section not applicable
a. Give complete description:
11/17/16
Date
West Onslow Beach Boating Access Area
Project Name
R. Myers Mast
Applicant Name
Apliicant Signature
RECEIVED
DCM WILMINGTON, NC
2;i2-803-280** ;. `i-2 £3 =tit ? i i , r-avisad.- 12/27/06

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.
1.
Access
This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
Other
Existing concrete ramp, base, sand, silt
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
(i) Does the area to be excavated include coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
42 cubic yards
stabilization
number of square feet affected.
❑CW ❑SAV ❑SB
Length
N/A
930'
N/A
76'
N/A
N/A
67'
Width
N/A
15'
N/A
38'
N/A
N/A
34'
Avg. Existing
N/A
-3.77'
N/A
-1.5'
NA
NA
-1.5'
Depth
❑Yes ®No ❑NA
❑Yes ®No [INA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Final Project
N/A
-5'
N/A
-5' NWL
NA
NA
-5' NWL
Depth
1.
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, base, sand, silt
New ramp - 112 cy, Existing ramp - 43 cy, Maintenance dredge -
765 cy, Total - 920 cy
c.
d. High -ground excavation in cubic yards.
(i) Does the area to be excavated include coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
42 cubic yards
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
Onslow County Landfill -
Unknown. Landfill to direct.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
❑Yes ®No [INA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
N/A
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
OWL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
KFGEIVEO
Dom WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

For611't 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:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: .5' d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
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 E] This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CM,
If yes,
(ii) Amount of material to be placed in the water 19cy
(iii) Dimensions of fill area 38'x17'
(iv) Purpose of fill
Ramp construction
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
(ii) Describe the purpose of the fill in these areas:
5. 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)?
Silt fence where necessary. Ramps will be poured on high ground. Excavator, Bulldozer, Backhoe
c. (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.
N/A
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.
N/A
November 17, 2016 R. Myers Mast
Applicant N e
Date
West Onslow Beach Boating Access Area Applicant Signature LKA4 WILFOINGTON, NO
Project Name
-UIU
252-808-2808 :: 1-888-4RCOAST :: vvzvvv.nccoastalman-aement.net revised: 12/26/06

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
n/a
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:
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
31,288 sf /.72 ac.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt parking area, concrete apron, abutment & boat
ramp
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
75.48% ®Yes [:]No ❑NA
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.
74.82%
Describe proposed method of sewage disposal
n/a
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
surface runoff
(ii) If yes, list the date submitted: 09/14/2016
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.
LLCM WILhA1NG 6N, Svc
25,2-808-28082 sa 1-8884 COAS3" :; navisede/2126/06

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
n/a
o. When was the lot(s) platted and recorded?
1984
11/17/16
Date
West Onslow Beach Boating Access Area
Project Name
R. Myers Mast
Applican ame
L. qk.
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECEIVED
DCM WILMINGTON, NC

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone]
PROJECT
WEST ONSLOW BOATING ACCESS AREA
ONSLOW COUNTY, NC
PERMIT DRAWINGS
11/17/16
SHEET INDEX
PD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
PD -2.0 LAYOUT PLAN
PD -3.0 GRADING PLAN
PD -4.0 DREDGE PLAN
PD -5.0 RAMP PROFILES
PD -6.0 DETAILS
PD -6.1 DETAILS
VICINTY MAP
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61 NhHe
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RECEIVED
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NOT RELEASED FOR CONSTRUCTION
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SITE AREA = 42, OOJ SF ( 96 AC) w
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File Name:
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Surveyed: ML
Designed: RMM
Drawn: RMM
Approved: SJS
PD -1.0

PROPOSED VAN ACCESSIBLE
HANDICAP PARKING
SPACE AND SIGN
RELOCATED 'NO PROPOSED SINGLE PROPOSED CONCRETE
PARKING' SIGNS --j F CAR PARKING W14FFI .SMP.S
NOT RELEASED FOR CONSTRUCTION i
NWL
NOTE.- THE AVERAGE WIDTH OF THE CANAL IS +-140'. %4 OF THE
AVERAGE WIDTH IS 35'. THE 35' OFFSET LINE HAS BEEN SHOWN
FOR REFERENCE. THE PROPOSED FLOATING DOCKS WILL NOT
EXTEND BEYOND THE EXISTING BRIDGE BENTS.
SITE AREA = 42, 003 SF (.96 AC)
EX. IMPERVIOUS SURFACE = J2,066 SF (.74 AC) = 76.689
PROP. IMPERVIOUS SURFACE = 31,288 SF (72 AC) = 74.829
CHANGE IN IMPERVIOUS SURFACE = —778 SF (.017 AC)
5'
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RECEIVED
WILMINGTON, NC
EC 21 2016
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PD -2.0

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PROPOSED SPOT
ELEVATIONS TYP.
EXISTING CONTOURS
3 , Ll.
PROPOSED CONTOURS'
SEE SHEET ;0 FOR LIMITS OF MAINTENANCE DREDGING ... ' �'� � � �, " • `
4
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EX. IMPERVIOUS SURFACE = J2,066 SF (74 AC) = 76.68%
PROP. IMPERVIOUS SURFACE = 31,288 SF (.72 AC) = 74.829'
CHANGE IN IMPERVIOUS SURFACE = -778 SF (.017 AC)
NOT RELEASED FOR CONSTRUCTION
GRADING NOTES:
1. ALL SLOPES ARE TO BE 4:1 MAXIMUM UNLESS
OTHERWISE NOTED.
2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE
ADEQUATE TO PREVENT STANDING WATER OR WET AREAS.
J. EXISTING TOPOGRAPHIC SURVEY BY NCWRC.
4. ALL GRADES ARE TO BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. THE
ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION.
5. CONTRACTOR SHALL NOTIFY 'NC ONE CALL" AT LEAST
48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCPREGEA VED THAT
PROVIDE THEIR OWN LOCATOR 35M&V1VdW4GN04TW
'NC ONE CALL."
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11-17-2016
File Name:
WestOnslowBase.dwg
Surveyed: ML
Designed: RMM
Drawn: RMM
Approved: SJS
PD -3.0

I+
CONTRACTOR TO PROVIDE
SEDIMENT CURTAIN
AS NEEDED
NOTES: 1. ALL DREDGING ACTIVITY TO MAINTAIN A MINIMUM 10' SETBACK FROM ALL BRIDGE STRUCTURES.
2. ALL DREDGE SPOIL TO BE BE HAULED OFF-SITE TO REGIONAL LANDFILL.
J. CONTRACTOR TO INSTALL SEDIMENT CURTAIN/TURBIDITY BOOMS AS NEEDED TO MINIMIZE IMPACTS DURING OPERATIONS.
4. WATER DEPTHS ARE RELATIVE TO NORMAL WATER LINE ELEVATION.
LIMITS OF DREDGING
NC -210 BRIDGE
ENANCE DREDGE DEPTH=
-5.0'
AVERAGE WATER DEPTH=
-3.77'
AVERAGE CUT=
1.23'
DREDGE AREA=
16,786 SF
VOLUME REMOVED=
765 CY
EXISTING UNDERWATER
ELEVATIONS -
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+-J. 7
+-3.4 +-
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\ TYP.
NOT RELEASED FOR CONSTRUCTION
PARKING AREA
PROPOSED RAMP
REBUILT DOCK ---�
LIMITS OF DREDGING
RECEIVED
DCM WILMINGTON, NC
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esigned: RMM
raven: RMM
pproved: SJS
PD -4.0
+-3.8
LIMITS OF DREDGING
RECEIVED
DCM WILMINGTON, NC
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raven: RMM
pproved: SJS
PD -4.0

ASPHALT PARKING LOT
15
CONCRETE APRONTOP OF RAMP/
8" REINFORCED CONCRETE 1 VERTICAL CURVE VERTICAL CURVE
6" WASHED STONE II % ELEV = 4.00 ELEV = 2.80
r EXISTING GRADE
NOT RELEASED FOR CONSTRUCTION
1.5
10
10
5
10
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5
77 RAMP GRA E = 14%
5
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1/PD-5.0
RAMP 1 PROFILE
V=15,
ASPHALT PARKING LOT CONCRETE APRON
15 1 8" REINFORCED"ASHEDCONCRETE
RAMP STRUCTURE
8" STEEL REINFORCED CONCRETE
6" WASHED STONE
12" CLASS A RIP RAP
TOP OF RAMP/
VERTICAL CURVE VERTICAL CURVE
ELEV = 4.00 ELEV = 2.80
BOTTOM OF RAMP
ELEV = —5.00
-EXISTING GRADE
\-CUT/DREDGE
SEE SHEET 4.0 FOR
LIMITS
1.5
10
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5
5
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15
2/PD-5.0
RAMP 2 PROFILE
11.=15,
RAMP STRUCTURE
8" STEEL REINFORCED CONCRETE
6" WASHED STONE
12" CLASS A RIP RAP
aniiepn /„q) __
VBOTTOM OF RAMP
ELEV = —5.00
`CUT/DREDGE
SEE SHEET 4.0 FOR
LIMITS
3/PD-5.0
FLOATING DOCK (BETWEEN RAMPS) PROFILE
ELEV = —5.00
SEE SHEET 4.0 FOR
LIMITS
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'N, NC File Name:
WestOnslowBase.dwg
n
a Surveyed: ML
Designed: RMM
Drawn: RMM
Approved: SJS
Sheet No.
PD -5.0

1/PD-6.0
ASPHALT PAVEMENT
NTS
PAVEMENT OR GROUND
I
GENERAL NOTES: —111-
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE IDENTIFIED BY ABOVE -GROUND
SIGNS.
2/PD-6.0
ADA SIGNAGE
NTS
EDGE OF
3/P D-6.0
WHEEL STOP
NTS
MON
CONCRETE WHEELSTOP
— 9" WIDE X 6.5" TALL X 6' LONG
— TWO Y'4" THRU—HOLES FOR ANCHORING
LOT
#4 REBAR, 2' LONG
2 PER WHEEL STOP
DCA4 WIE NIG ON, NC
DEC 21 2016
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— TWO Y'4" THRU—HOLES FOR ANCHORING
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DEC 21 2016
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Date:
11-17-2016
SECTION
A -A
SEC nON B- B RECEIVED
File Name:
1/SHEET 6.1
CicM WILMINGTON, INC
WestOnslowBase.dwg
Surveyed:
ML
CONCRETE ABUTMENT
NOT TO SCALE
D E C 21 2016
Designed:
Drawn:
RMM
RMM
proved:
SJS
No.
[Sheet
PD-6.1