20181471 Ver 1_CAMA Application_20181026

Coastal Management
ENVIRONMENTAL QUALITY
October 23, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Karen Higgins
Div. of Water
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Robin Comer
Project Location: 418 Wetherington Landing Rd., Stella, NC 28582
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
-'471
Proposed Project: To develop a 56 space campground. Associated with the campground would be
a 96 slip marina and kayak launch.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 14, 2018. If you have any questions regarding the proposed project, please contact Gregg
Bodnar, Permit officer 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
State of North Carolina I Environmental Quality I Coastal Management /g 0 1 8 1 4 7 1
Morehead City Office 1 400 Commerce Avenue I Morehead arty, NC 28557 !.
252 808 2808

Dom MP -1
APPLICATION for
Malof Development Permit
(last revised 12427JO6)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landmvner Information
Business Name
Project Name Of applicable)
Shore Front RV Park
Applicant': First Name
R)bin
Ml
Lost Name
Comer
Applicant 2: First Name
Ml
Last Name
Yaddftna) appficants, please attach an a6difionalpage(s) w,11h names fisted,
Mailing Address
400 Wetherington Landing Rd J
PO Box
Clty
I Stella
State
NC
ZIPeountry
29582
Phone No.
252 - 725 - 0548
FAX No.
Street Address (it different from above)
city
State
ZIP
-J
Email
[e-mail]
2. Agent/Con tractor InformAtion
BUSireSs Name
The Cullipher Group, P.A.
Me* Contractor 1, First Name
mi
Last Name
Charles
M
Cuflipl-.Ler
AgenUContractor I First Name
tvi I
Last Name
Mailing Address
PO Box
City
state
151-A NC HWY 24
1
� Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252 -773
009Q ext.
ext.
FAX No,
Contractor #
252-1773-0243
Street A d & a s s (If dXfren ( front above)
city
State
ZIP
Email
[e-mail]
<Forin continues on back>
J-1 M
OCT 10 2018
mat,10 el!r —
1-1303-411GOASY ::

. Fcrm.pCM NIP -1 (Page 2 of 4)
APPLICATIQN for
Major development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
418 Wetherington Landing Road
d. Approximate elevation of tract above NHW (nomwl high water) or
SubcIvision Name
City
Stete
Zip
e, Vegetation on tract
Stella
NO
- 28582
Phone No,
lot Nn.(s) (if many, attach addigonal page with fiat)
- - ON I,
N/A
a. In which NC river basin is the project located? .
b. Narne of body of water nearest to proposed project
White Oak
White Oak River
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
White Oak River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
QYes ONO
work falls within.
Carteret County
4. Site Description
e. Total length of shoreline on the treat (ft.)
b. Size of entire tract (sq,ft.)
1,795.53
524,310.58
r- Size of individual lot(s)
d. Approximate elevation of tract above NHW (nomwl high water) or
NWIL (norm if water fsVep
(if marry fol stzes, please attach addTtfonaf page with a fist)
[NNHW or ❑NWt.
e, Vegetation on tract
Primarily grassed, open Meld with wetland vegetation along west and south borders.
Wetland areas have a few hardwood trees
f. Men -made features and uses now on tract
One existing boat ramp that is proposed to be replacedlrepaired in place to be used
as a kayak launch
S. Identify and describe the existing land uses ad scent to the proposed project site.
To the west is an existing RV park. To the north and east is vacant field with a
single family home.
h. Now does local government zone the tract?
I, Is the: proposed project consistent with the applicable zoning?
Unzaned
(Attach zoning compilance certificate, If applicable)
❑Yos ©No NINA.
1. is the proposed activity park of an urban waterfront redevelopment proposal? QYes ®NO
k. Has a professional archaeological assessrnenl been done forthe tract? If yes, attach a copy. [3Yes L]No ®NA
If yes, by whom?
1. is the proposed project located in a National Registered Historic District or does It involve a ❑Yes ❑No [SIA
National Register listed or eligible property?
¢Dorm continues on next pager RECEIVED
OCT 10 2018
252-88.18.?13011 :: 1-88e-41RCOAST :: www.nccoistzaltnEiiiayeeti Mr{1 HD CITY

- FarmDCM MP -11 (Page 3 of 4)
APPLICATION for
Major Development Permit
m, {I) Are there wetlands or, the site? Myes 0NO
(ii) Are there coastal wetlands on the site? ®Yes ONO
(i11) if yes to either (I) or (0) above, has a delineation been conducted? JMYes E]No
(Attach ifarvailable)
n. Describe existing wastewater treatment facilities.
NIA
o. Describe existing drinking water supply source,
Existing public water supply well is permitted on adjacent property to the west.
p. Describe existing storm water management or treatment systems.
NIA
5. Activifles and Impacts
a. Will the project be for commercial, public, or private use? Cammorciad EIPublWi3overnment
17-lPt-vatefCornmunity
b, Give a brIef description of purpose, use, and daily operations of the project when complete.
This project constists of a 56 space RV Park and a 96 slip marina with each slip having a boat
lift,
a Describe the proposed construction methodology. types of construction equipment to be used during construction, the number of each *Ype
of equipment and where It is to be stored.
The marina will be installed with typical pile driving equipment and decking by hand. RV Spaces,
road way and utilities shall be installed with excavator, bulldozer and typical grading equipment, etc.
d. List all development art[vi ties you propose.
A 96 slip marina with each slip having a boat lift with a single point of access to high ground, There
also exists an old concrete boat ramp that is proposed to be replaced as a kayak latincb. 56 RV
spaces with appropriate infrastructure and a small his/hers bathroom facility,
e, Are the proposed activities maintenance of an existing project, now work, or bothl
New work
f. What is the approximate total disturbed land area resulting from the proposed projW? 6.98 OSq.Ft or Mftras
will the proposed proact encroach on any public easement, public accessway or other area ®Yes ONo [INA
that the public has established use of?
h. Describe I=tloi and type of existing and proposed discharges to waters of the state.
Current runoff sheet flows into adjacent wetlands and White Oak River to the north, west and south.
The site development is proposed as a Low Density Stormwater permit and shall continue to drain
similarly to the existing condition by sheet flowing toward the wetlands and river.
1. Will wa "te% Wr or stornvmter be discharged Into a wetland? ElYes 99No DIVA
if yes, will this discharged water be of the some salinity as the re oelying water? MYes [JNo ZINA
j. Is there any mitigation proposed? MYas []No [INA
If yes, attach a mitigation proposal.
4Fcrm continues on back> RECEIVED
OCT 10 2018
252-.809-2808 :.- 1-8811-4RCOAST :: U64<MI-ID CITY

Forn;,PCM MP -1 (l'age 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to tots complef®d appifcalfon fcurrt, (UP -f) the fo kwing Rets below, if applicable, mast be submitted in curter for the application
package to be comfifbte. ftems (a) — (0 are always appflcabie to any major development applfcalbn, Please consuft the appJrcation
fnstruc&n bookie# on how to properly prepare Me ragutred Items Wow.
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 wvorlk, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map thaw 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 evade payable 10 DENR.
f. A list of the names and oomplete 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 First and Last Child, LLC Phone No.
Address 3220 Wood Farm Road, Swansboro NC 28584
Name Jay gt Rosa Morris Phone No.
Address 471 Wether!V-on Landing Rd, Stella, NC 28582
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. include permit numbers; perrrt:ttee, and issuing dates,
h. Signed consultant or agent authorization form, If applicable.
1. Wetiand defneadon, 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 KC, Environmental Policy Act (N.C.C.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. Certiifcation and Permission to Writer on Land
I understand tliat 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 fest grant permission to representatives of state and federal review agencies to
enter on tate aforementioned lands In connection with evaluating Information related to this permit application and follow-up
monitoring of the project.
I further cert[ th t the information provided in this application is truthful to the `best of my knowledge,
Date Print blame t k"de r l.t�t ll+ �}� � P`V - . � t;
Signature
Please indicate application attachments pertaining to your proposed project.
t MDCM MP -2 Excavation and Fill information ®DCM MP -5 Bridges and Culverts
[MDDM MP -3 Upland Development RECEiVED
NDCM MP4 Structures Information
OCT 10 2018
DCM-MHD CITY
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Form DCC MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Maur Permit, Poral ICM 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 he given In feet.
II, EXCAVATION Ud This seefron not applicable
a. Amounl of material lobe excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
a (i) Does the area tote excavvted include coastal wetlardsfmarah
(CM, submerged aquatic vegetation (SAV), shell bottom (S8),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV OSB
®'WL ®None
(rr) Describe tha purpose of the excavation in these areas:
d. Hlgh•ground excavation in cubic yards.
12. DISPOSAL OFFXCAVATED MA'TEMAi
M This section not appficable
a. Location of disposal area, b. Dimensions of disposal area.
c. (I) Do you claim title to disposal area?
[JYes ONo MNA
(ri) If no, attach a letter granting permission fr*m the owner.
e. (i) Does the disposal area Include any coastal wetlandshnarsn
(GVM), submergai aquatic vegetation (SAV), shell bottom (SB),
or other wellands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW ❑$AV C18B
OWL ONone
(Ii) Describe the purpose of disposal in these areas:
d. (t) Will a disposal area be available for future maintenance?
L]Yes []No [INA
(4) If yes, Nvhore?
f. (I) [aces the disposal include any area in the water?
E]Yes 0No CJNA
(i) If yes, horn much water area is affected?
OCT 10 Z018
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Access
Other
Channel
(N LW or
Canal
Boat Basin
Banat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length�
Width
24'
Avg. Existing
Gtepth
NA
NA
NIA
Final Project
Depth
NA
NA
NIA
II, EXCAVATION Ud This seefron not applicable
a. Amounl of material lobe excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
a (i) Does the area tote excavvted include coastal wetlardsfmarah
(CM, submerged aquatic vegetation (SAV), shell bottom (S8),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV OSB
®'WL ®None
(rr) Describe tha purpose of the excavation in these areas:
d. Hlgh•ground excavation in cubic yards.
12. DISPOSAL OFFXCAVATED MA'TEMAi
M This section not appficable
a. Location of disposal area, b. Dimensions of disposal area.
c. (I) Do you claim title to disposal area?
[JYes ONo MNA
(ri) If no, attach a letter granting permission fr*m the owner.
e. (i) Does the disposal area Include any coastal wetlandshnarsn
(GVM), submergai aquatic vegetation (SAV), shell bottom (SB),
or other wellands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW ❑$AV C18B
OWL ONone
(Ii) Describe the purpose of disposal in these areas:
d. (t) Will a disposal area be available for future maintenance?
L]Yes []No [INA
(4) If yes, Nvhore?
f. (I) [aces the disposal include any area in the water?
E]Yes 0No CJNA
(i) If yes, horn much water area is affected?
OCT 10 Z018
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V'kp,' it k. GA'I1., UP -X (t-�,-t; ivaiion and Fill, P;1�10 ?. salt` '�J.
3. SHORELINE STABILIZATION © This section not appiicabfe
(ff development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization, b. Length:
®Bulkhead ❑Riprap ❑ Brea kvmterfSill ❑other:
C. Average distance watenrard of NHW or NWL:
Ave. 20'Landward of NHW to avoid impacts to coastal wetlands.
e. Type of stabilization material:
Vinyl sheet pile with wood cap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
BreakwalerlSill Other .._._—
I . Source of fill material.
Width: I'
d. Maximum distance watenvard of NHW or NWL:
f. (1) Has there been shoreline erasion during preceding 12
months?
❑Yes [:]No KINA
(il) If yes, state amount of erosion and source of erosion amount
Information.
h. Type of fill matedai.
4. OTHER FILL ACTIVITIES Q This section not app!lcable
(Excluding Shoreline Stabilization)
e. (t) Will fill material be brought to the site? [RYes ❑No [INA b. (I) Will fill material be placed in coastal wellandstmarsh (CW),
If , submerged aquatic vegetation (SAV), shell bottom (SB), or
ii Amount of material to be laced in the water other vr®Uands (WL)? If any boxes are checked, provide the
() p number of square feet affected.
(lit) Dimensions of fill area Apprnx 24'x164' ®0r _ ®SAV ❑gB
(iv) Purpose o` rill fidWL 4_01 ONone
Tn provide a fire apparatus access road to the proposed (it) Describe the purpose of the III In these areas:
marina, per Vire Cade requirements To provide a fire apparatus access road to the
propo marina, per re Code requirements
IS. GENERAL
a. How will excavated or illi material be kept on site and erosion b. whet type of construction equipment will be used (e.g.. drag':ine,
controlled? beckhoe, or hydraulic dredge)?
Silt Fence, diversion berms, sediment storage
and app -M& 49Q LE g,J detaining wall around secesa road
C. (1) VVIII navigational aids be required as a result of the project?
Dyes WNc [INA
(ft) If yes, explain what type and how they will be Implemented,
Date
Shore Front RV Park
Project Marne
Typical grading equipment, backhoe, bulldozer, etc
d. (t) Will wetlands be crossed In transporting equipment to project
site? CRYes []No [INA
(fl) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Equipment used for marina construction shall use the
same fire apparatus access road, reducing multiple Impacts
Charles M. Cul�her, PE - Authorized Agent
Appllcant Mama
REGEIVEQ
Applicant Signature
OCT 1i.i0 2018/OG
252-3013-2808-t.- 1-alta-�t dr Qa1S6 :: vrLv�V.ryccun .t:�i9aza cr iyt +yf.ttw4 �!�'�-rVif'1 IV,

Form DICM {UIP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAiMA 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 I
a. Type and number of buildings, facilities, units or structures
proposed.
Approx. 2,400 If of I.W-20` wide asphalt road S6 RV spaces,
utilities and a bathroom house
c. [tensity (give the nurnber of resldentlal units and the units per
acre).
NIA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentatton control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion Control pian been
submitted to the Division of Land Resources?
UYes ®Na ONA
(T If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEG to
be covered by impervious andfor built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking,
0.29%
1. Give the percentage of the entire tract to be covered by Impervious
and/or bullt-upon surfaces, such as pavement, builcin9, rooftops.
or to be used for vehicular driveways or parking.
11.9959
1. Describe oropcsed method of selvage disposal,
There are four collection systems each consisting; of a septic
tank pump tanks and aggrogriatelyr sized UP drain field
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, Industrial/
commercial effiuent, "wash down" and residential discharges).
T)qical rain events shall produce surface runoff to adjacent
y3dands similar to the existing drainage pattern.
b. Number of tots or parcels.
NIA
d. Size of area to be, graded, filled, or disturbed Including roads,
ditches, etc.
6.98 acres
f, List the materials (such as marl, paver stone, asphalt, or concretes
to he used for Impervious surfaces.
Asphalt shall be used for the road aired washed #57stone
shall be used r5or the tire stips and the fire apparatus road.
An 81381 utility shed ie allnwed per KV lab
h. Projects that require a CAMA Major Development Permit may also
require a S'.ormvrater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
I❑Yes [$No ONA
(Ili If yes, list the data submitted:
k. Have the facilities described in I tem (i) received state or local
approval?
[]Yes IN No [INA
N yes, attach appropriate documentation.
m. Does the proposed project include an °nncvative storrrwater
design?
[]Yes ❑No ®NA
If yes, attach appropriate documentation.
OCT 1 0 : ;8
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n dl RIC'11,1', W4 V- il.tr-a I ;:l - 41 €.xlol€`iHto1,0rIca9 ��Ig M ?+CSE
m, Describe proposed drinking water supply source (e.g., well, n. (I) Will water be impounded? ❑Yes QNo ❑NA
community, public system, eto.) (ii) It yes, how mane acres?
There is a perrnittedpude supply well on the adjacent tract
and owned by the same entity as this.p - icct. There is
kgcj4y in tlae existing well to serve this project
o, When was the lot(s) platted and recorded?
1166
Date
Shore Front RV party
Project Name
Charles M. Culiipher - Authorind Agent
Applicant Name
Applicant Signature
p. If proposed development Ise subdivision, will additional utilities be
Installed for this upland development?
[]Yes []No ®NA
ff�
OCT 10 2018
" na0t�p i0t :: 9-8843-URCO.A SY :. yr +t,rtcca� .�t lrrioas:x _warn �zt.rtet ear y10,,

Form SCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DGM 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 FAGILI'TY"lNARNA CHARACTERISTICS
a. (i) is the docking facility/marina:
[Commercial [7PtiblI00overnment [JPrivatetComrnunfty
This section not applicable
b. 0) Will the facility be open to the general public?
[1yes ZINO
c. (0 Dock(s) and/or pier(s) d.
(i) Are Finger Plers Included? Wes ONO
(#) Number Two, lst = Marit-la, 2nd = Kayak Launch
If yes:
(iii) Length 1st = 400'; 2nd 60'
(ii) NLmber
(Iv) Width Ist = 10', 2nd = 6'
(Ili) Length 24'
(v) Floating ❑Yes (AN*
(iv) Width , J Average
(v) f=loating ClYes WNo
e, (1) Are Platforms Included? ElYes ONO f.
(I) .ore Boatliftsincluded? MfiYes EINo
If yes:
If yes:
(H) Number 5
(II) Number 96
(ffi) Length Sides@ 146', T -Head@ 50'
(lit) Length 24'
(4v) Width ides t@ 6', T -Mead @ 20'
(iv) Width 12'
(v) Floating OYes ®No
Note: Rooted areas we calculated from ddpllrte dimensions.
g. (f) Number of slips proposed h.
Check all the types of services to be provided.
96
❑ Full service, including travel lift andior rail, repair or
(i I) Number of slips existing
maintenance service
to
p Dockage, fuel, and marine supplies
® Dockage Not slips') only, number of slips: 96
l[I Dry storage; number of boats;
Boat ramp(s): number of boat ramps,
❑ Other, please describe:
I. Check the proposacl type of siting:
El Land out and access channel
00pen water; dredging for basin andlor Channel
IN Open water, no dredging required
(]Other; please describe.,
k. Typical boat length: 18'-24'
m, (I) Will the fadifly have He pilings'
[3Y®s ONO
(II) If yes number of lie pilings?
288
Describe the Wical boats to be served (e.g., open Wnabaut,
charter boats, sail goats, mixed types).
Bay buts and Flat -bottom boats
I. (f) Will the facility be open to the general public?
❑Yes (& No
OCT 10 X018
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Pr-rslu ? eau •°gip
Z t)O KiNG FAf;IL.I'TYMARINA OPERATIONS E] This section not applicable
a. Check each of the following sanitary facilities that will be Included In the proposed project.
L� of(ic e, Toilels
Toilets for patrons; Number _2_; Locatlon: Two half -baths are proposed; one male, one fernale; in a
❑ showers ui Ing iodated upland of the marina
D Boothciding tank pumpout; Give type and location: NIS
b. Desctlbe treatrnont type and disposal location for all sanitary wastewater.
There are no proposed pumpouts associated with the marina. Bathrooms drain to an -site septic
system. See attached septic approval,
c. Describe the disposal of solid waste, fish offal and trash.
Marina is for RV customers only. They must discharge trasli in existing upland facilities
Fish offal for rmaltns is considered recreational and it is proposed to be dispersed at fish Gleaning station in the middle of pier
d. Hary will overboard discharge of &%%age from boats be controlled?
Boats with heads are not allowed in this marina
e. (i) Give the location and number of *No Sewage Discharge" signs proposed.
A 84n— is eased at the end of each wetslip pier for a total of 4 signs
(ti) Give the location and number of `Pumpout Available" signs proposed.
L Describe the special design, if applicable, for containing industrlai type pollutants, such as paint, sandblasting wosle and petroleum products.
N/A
g. inhere Yriil residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. N/A
i- Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality,
N/A
1. What will by the marina policy on overnight and live -aboard dockage?
Not allowed
.._..__....... .
k. Describe design measures that promote boat basin Rushing?
Nattiral increase in depth from marina toward apeii water
i. If this project Is an expansion of an existing marine, what types of services are currently provided?
NIA I RECEIVED
OCT 1 0 2018
I 1DCM mwo eiT*-
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VTbk w-:1 lits,r l�r`a tVllt' ? ( zo+�, +: t, c , Paaj0 s:c+i X")
m. Is the marina/dccking facility proposed within a prlmaryor secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any snellfish harvesting area?
ElYes (ENo
o. Is the rnarinaldooking facility proposed within or adjacent to coastal w0andslmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? if any boxes are checked, provide the number of square feet affected.
TCW 260 [ SAV ©SS
AWL ONone
p. Is The proposed marinaldocking facility located within or within close proximity to any shellfish lease$? []Yes ®Ivo
If yes, give; The name and address of the leaseholder(s), and give the proxlrnity to the lease.
3. 8L)A THOUSE (Including covered lifts) [3 This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial OPublic/Govemment ❑Private/Cornmunity
(it) Number
(ill) Length
(iv) Width
Nate; Roofed areas are calculated from drfpffna d1menslons.
41, GROIN (e.g., wood, shaetplie, etc. If a rock groin, use MP -2, Excavation and f=ill,) Whit section not applicable
a. (i) N ember ,
(li) Length
(III) Width
5. BREAKWATER (e.g„ wood, sheetpile, etc.) Whis section not applicable
a. Length b. Ayerage distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
$. MOORING PILINGS and BUOYS Whls section not applicable
a. Is the structure(s):
❑Commercial OPublic/Government CPrlvete/Community
C. distarce to be pieced beyond shoreline
Note: This ftufd be measured Imm marsh edge, ftpresent.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
OCT 10 2018
V1 P
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7. GENERAL
0, Proximity of slmclure(s) to adjacent riparian property lines
27.04' to West Rip. Life, 105,90' to East Rips Line
Note: For buoy or moontiq pNing, use arc of uirtg Including length
of vessel.
c, Width of water body
2ZI00 LF
e. (i) Will navigational alds be required as a result of the project?
0Yes [ENo ❑NA
(i') If yes, explain what type and how they Yoill be Implemented,
b. Proximlly of struclure(s) to adjacent docking facilities.
1,150 LF NW to Ex. Dock
d. Water depth at waterward rand of structure at NLW o< NVVL
pproximately 3.5'
S. 0 THER IN Th1s section not applJca�ts
a, Give complete description;
2 k4e
Date
Shore Front R1/ Park
Project Narne
Charles GuRipher Agent
Applicant Name
I d LL #1 & f
Applicant $igrwture
OCT 10 2018
2utttit3-,s'i3 t3 1-€388•4RCt7AS a;argt_ ...............rlornr mi.rae a`rs*ria

Form 0CM MP -5
BRIDGES and CULVERTS
Attach this form to Joint Application for LAMA Major Permit, Form DCM AAP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental Information.
1, BRIDGES ® This section not applicable
a. Is the proposed bridge:
MCommerciat []PubticlGovernmsnt [)PrivatelCammuhity
c. Type of bridge (construction material):
e. (i)'Witl proposed bridge replace an existing bridge? ❑Ye$ dDNo
If yes,
(II) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will oil, or a part of, the existing bridge be removed?
(Explain)
g, Length of proposed bridge:
I. Will the proposed bridge affect existing water floyi? ❑Yes []No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
b. Water body to be crossed by bridge:
d. Water depth at the propos ad crossing at NLW or NWL:
1. (1) Will proposed bridge replace an existing Culvert? ❑Yes []No
If yes,
(Il) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the N H W or
NWIL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge:
I. Will the proposed bridge affect navigation by reducing or
Increasing the existing navigable opening? []Yes []No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ]Yes ❑No
If yes, explain:
m. W1111 the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? OYes E]No
If yes, explain:
2. CULVERM [I This section not applicable
a. Numberof culverts proposed: 3
b. Water body in which the culvert is to be placed:
N/A ftFCF t\J5)
0c, 10
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< Form continues on back>
c. Type of culvert (construction material):
15" RCP
d. (i) WIII proposed culvert replace an existing bridge?
[]Yes [RNo
If yes,
(II) Length of existing bridge:
(III) Width of existing bridge:
(itr) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 56150'&24'
h. Height of the top of the proposed culvert above the NH+W or NWJL.
10,45', 7,45' &.2.55'
J. WIII the proposed culvert affect navigatian by reducing or
increasing the existing navigable operang? []Yes KINc,
IF yes, explain:
e. (1) WIII proposed culvert replace an existing culvert?
❑Yes MNo
If yes,
(ii) Length of existing culvert(s).
(ill) Width of existing cutvart(s):
(iv) Height of the by of the existing culvert above the NHW or
NWL:
(v) Wlll all, or a part or, the existing culvert be removed?
(Explain)
9• Width of proposed culvert: 15"
1. Depth of culvert to be buried below existing bottom contour.
0
k. WIII the proposed culvert affect existing water flout?
®Yes ONO
If yes, explain:
Fire apparatus road crosses the natural low,point
within the existing wetlands. Culvert #3 allows
flow connectivity to wetlands on both sides of road
3. EXCAVATION and FILL ❑This section not applicable
e. (i) Will the placement of the proposed bridge or culvert require any b. (I) Will the placement of the proposed bridge or culvert require any
axcavati)n below the NHW or NWL? ❑Yes ENNo excavation within coastal wetlandslmarsh (CW), submerged
If yes, aquaticvegWailon (SAV), shell bottom (S8), or other %*tlands
EI Av length of area to be excavated: (WI-)? If any boxes are checked, provide the number or square
() g Feet affected,
(Ill) Avg. width of area to be excavated: E]CW []SAV ❑38
(iv) Avg. depth of area to be excavated: []WL []None
(v) Arnount of material to he excavated In cubic yards:
(ii) Describe the purpose of the excavailon In these areas:
c. (i} WIII the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑thio
If yes,
(ii) Avg. length of area to be excavated: " ADi noxi nately 150' for Culverts #1&2
(tit) Avg. width of area to be excavated: Aoroximately 10' for Culverts #1&2
(N) Avg. depth of area to be excavated:
_-ApY 2' roximatel -3'
(v) Amount of material to be excavated in cubic yards: --Approximately 140 CY
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d. If the placement of the bridge or culvert involves any excavation, please complete the following:
0) Location of the spoil disposal area: Excavation for culverts ill & 2 is part of overall grading plan. Disposal shall he
incorporate ottg out the site in gener
(4) Dlmensis�ns of the spoil disposal area:
(III) Do you claim title to the disposal area? ®Yes [:]No (If no, attach a feltergranling pe,7nlss(on from the owner.)
(iv) Will the disposal area be available for future maintenance? [ Yea DNo
(v) Does the disposal area Include any coastal wetlanclafmarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shelf
bottom (SB}?
DCW ❑SAV DW,- ❑SB ONone
If any boxes are checked, give dimensions If different from (II) above,
(vi) Does the disposal area Include any area below the NHW or NWL? ? DYea @No
If yes, give dimensions If different from (11) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
flit (other than excavated material described in Item d above) to
be placed belovir NHW or NWL? ©Yes ®No
If yes,
(!I) Avg. lenglh of area to be filled:
(Ili) Avg. width of area to be filled:
(tv) Purpose of fill:
g. (1) Will the placemen` of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? QYes [9No
If yes,
(if) Avg, length of area to be filled:
(111) Avg, width of area to be filled:
(iv) Purpose of fill: please see response to d.l on this sheet
4, GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? DYes [ENO
If yes, explain:
(1) VIII the placement of the proposed bridge or culvert result in any
fill (other then excavated material desodbed in Item d above) to
be placed within coastal wetlandsimarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)r? It any boxes are checked, provide the number of square
feet affected,
UCW __ ®SAV OSB
[MVVL 480 Sf ©None
(ll) Describe the purpose of the excavation in these areas:
A IS" culvert is proposed beneath the fire
apparatus road to maintain flow connectivity
of runoff and groundwater balance within
wetlands
b, Nil the proposed project require the constructicn of any temporary
detour structures? [3Yes [RNo
If yes, explain:
!f this portion of the proposed project has already receMid
approval from focal aufhoriflas, please attach a copy of the
approval or cerflfication, aFCEIvED
< Form continues on back> ®C, 10 NIS
CCM.MH® CITY
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c. WO the proposed project require any work channels?
0Yes N]No
If yes, compfele Form D CM -MP -2.
d. How will excavated or fill material be kept on site and erosion
controlled?
Installation of retaining walls for Eire apparatus road is
required prior to fill material to be brought in at Culvert #3
Other areas are contained with silt fence, diversion berms &
s irttmer basins,
e. What type of construction equipment will be used (for example, f. WIII wetlands be crossed to transporting equipment to project site?
dragline, backhoe,, or hydraulic dredge)?
❑Yes ®NC
A back hoe shall be used for installation of Culvert It yes, explain steps that All be taken to avoid or minimize
and fill material environmental Impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? Mes ($1no
If yes, cornp!®te &M MP -2, Sectfori 3 for Shorel,'ne
Sfebfiiratfon only,
Date
Share Front Rig' Park
Project blame
Charles M. Cullipher, PE - Authorized Agexnt
Applicant Flame
—�w dic
Applicant Signature
vcr--,\JF-D
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IM
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nc�gQr�fi.cani:1(1126106

N
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Shore Front RV Park (Robin Comer)
2. LOCATION OF PROJECT SITE: 418 Wetherington Landing Rd.
Latitude: 34"46'01.14"N Longitude: 77°08' 11.32" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/21/18
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 8/14/18
Application Complete -10/10/18
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification from LUP — Rural
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: (yes)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing = N/A
Planned — On Site Septic
(F) Type of Structures: Existing — N/A
Planned — Docks, Bulkhead, Campground
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
High Ground
6.98ac Disturbed
ACOE Jurisdictional Wetlands
4,416ft2 Filled
Coastal Wetlands
240ft2 Shaded
Open Water
36,560ft2
Usurped
12,776ft2
Shaded
(D) Total Area Disturbed: 7.9ac
(E) Primary Nursery Area: Yes
(F) Water Classification: SA
(G) Shellfish Classification: Closed
8. PROJECT SUMMARY: Robin Comer is proposing to develop a 56 space campground.
Associated with the campground would be a 96 slip marina and kayak launch. Access to
the waterfront would involve the filling of ACOE jurisdictional wetlands.

N
Field Investigation Report:
Robin Comer
Page 02
9. NARRATIVE DESCRIPTION: The Shorefront RV Park project is located at 418
Wetherington Landing Rd. in Stella adjacent to the White Oak River. Wetherington Landing Rd.
is found by turning off of HWY 58 and onto Morristown Rd. Morristown Rd. terminates at
Wetherington Landing Rd.
The property is 12ac in size and the high ground portion is a mostly cleared former sod farm.
Waterward of high ground is a large expanse of ACOE jurisdictional wetlands as determined
under SAW -2015-02554. Waterward of this fresh water wetland area is a fringe of Coastal
Wetlands containing Smooth Cordgrass (Spartina alterniflora) and Salt Grass (Distichilis
sicata . A hammock of high ground exists along the water edge. Extending off this high
ground is an existing boat ramp. The shoreline is 1,795.63' in length. West of the property is an
existing RV park. East of the property is a vacant field with a single family home.
The Division of Water Resources classifies the area as SA waters and closed to the taking of
shellfish. This is a Primary Nursery Area. There are no SAV's or significant shellfish
populations in the area to be disturbed. Carteret County LUP classifies the future land use of this
area as rural.
10. PROJECT DESCRIPTION: On high ground Mr. Comer is proposing to develop a 56 R/V
space campground. The R/V spaces would be accessed by a 20' X 2,400' asphalt road. Four LPP
on-site septic systems would serve the sewage needs of the RIV's as required by Carteret County
Environmental Health. Potable water would be supplied by a permitted public supply well on the
adjacent track and owned by the same entity as this project. An 8'X8' utility shed would be allowed
per RIV lot. Located between lots 19 and 20 would be a 20 space parking lot serving the water
access and a 20' wide fire apparatus road. The fire road and parking lot would be constructed with
#57 stone as to gain impervious credit. Construction of the fire road would involve the filling of
4,416ft2 (24' X 184') of USACOE jurisdictional wetlands. Three 15" culverts would be placed
under road to provide drainage. This project would create a total of 11.995% impervious area on
the entire property and 0.29% in the 75' ES AEC.
Along the shoreline a 283' bulkhead would be constructed on the landward edge of Coastal
Wetlands to prevent erosion. An existing concrete ramp would be converted to a kayak launch.
Adjacent to the ramp, a 6' X 60' pier would be constructed to aid kayak launch. This pier would
extend 40' waterward of NHW. North of the kayak launch a 96 slip marina is proposed. The
marina would consist of a 10' X 400' dock extending off high ground and crossing a 30' fringe of
Coastal Wetlands. Attached to the end of the main dock would be a 20' X 50' platform. Extending
off each side of the main dock would be four 6' X 146' platforms. Each of these platforms would
have twelve 3.5' X 24' finger piers for a total of 48 finger piers. A standard 13'X13' boatlift
would be placed in each slip. Water depths in the area of the slips range from -2.39' to -2.80' at
NLW. The proposed docking facility would extend 400' into the 2000' wide water body. As
proposed the docking facility would usurp 36,560ft2 of PTA which is within the threshold of
48,482ft2 allowed on a 1,795.63' long shoreline.

S
11. ANTICIPATED IMPACTS: The proposed the project would disturb 6.98ac of high
ground and fill 4,416ft2 of ACOE jurisdictional wetlands. There would be 240ft2 of Coastal
Wetlands shaded. The marina would shade 12,776ft2 of shallow water habitat and usurp 36,560ft2
of PTA. Temporary turbidity would result from setting pilings. This area is in a PNA and some
bottom disturbance could occur from boating activity at low tides. Impervious area within the 75'
Estuarine Shoreline AEC is 0.29% and should not increase storm water runoff to the adjacent
waterbody. Landscaping, bulkhead, and boardwalk are allowable uses in the 30' buffer and should
not have an impact on resources.
Name: Ryan Davenport Date: 10/15/18 Morehead City

r
Narrative
CAMA Major Application
F('ENED
Shore Front RV Park
Owner:
OCj ?..018
Harold R. Comer, etal.
CITY
Wetherington LandingRd.
Stella, NC 29582
[phone]
Engineer:
The Cullipher Group, P.A.
Charles M. Cullipher, P.E., Vice President
151A NC HWY 24
Morehead City, NC 28557
[phone]
The Cullipher Group, P.A. is requesting a CAMA iviajor Permit Application for the Shore Front RV
Park located in Stella, NC. The tract's area is 12.04 acres with approximately 3,54 acres of 404 wetlands
and 0.83 acres of Coastal Wetlands on site. it is located along the shore of White Oak River, SA;HQW
(Stream Index: 20-(18)). To the north and east of the proposed site is'an open field with a single family
residence and farm land; to the south is the White Oak River and to the west is an existing RV Park
owned and operated by the First & Last Child, LLC. The site is generally mounded on the east side in the
middle of the tract and runoff travels to the north and west to existing wetlands and to the south
toward White Oak River. A significant portion of the tract is in the flood zone: AE9. There are no
current developed portions of the tract.
The proposed future development on this tract Is for a 56 Lot RV park and a 96 slip marina. The
marina is proposed as a shared entity between this proposed RV park and the adjacent, existing RV park.
The RV Park has a Carteret County Health Department Improvement Permit for four septic systems
serving the development (see attached). The RV Park is proposed as a low density (<12% BUA)
development and shall be submitted to NCDEQ subsequently with the CAMA Major package. A
proposed Erasion Control Plan shall also be submitted to NCDEQ utilizing skimmer basins, temporary
diversion berms and silt fence to contain sediment on site. The adjacent RV Park is owned by First &
Last Child, LLC. This development has an approved public water supply well and distribution system and
has agreed to provide potable water for the 56 RV lots.
This area. of White Oak River is within a Primary Nursery Area but, Underwater Aquatic
Vegetation was not Identified during the Hydrographic Survey or during inspection of aerial
photographs. The Normal High Water Line dictates the boundary along the southern and western sides
of the property and is 1,795.63 LF In length. Per CAMA Regulations, the Marina may occupy up to 27
square feet of public trust waters per linear foot of shoreline. This allows for a maximum of 48,482.01 sf
of marina within the waters, excluding Pier A which Is utilized for water dependent purposes allowing
boaters access to the proposed wet slips. The Shore Front RV Park currently proposes 31,536 sf of
marina, approximately 35% less than the allowable threshold.
The proposed marina consists of 5 piers (A thru E) with Pier A being 10' wide and 400' long and
Piers B thru E being 6' wide and 146' long with 24 wet slips each, for a total of 96 proposed wet slips. An
observation platform is proposed at the end of Pier A and is 50' wide by 20' long, Pier A is proposed at
VY of width to enhance public safety in which multiple persons may be traveling north and south along

Pier A. Each slip shall have a boat lift as shown on the attached Marina Plan. This Marina is strictly for
Bay Boats and Flat Bottom Boats typical in the shallow waters of White Oak River and shall limit the
boats to a maximum of 24' in length and shall not allow heads. There is no transient docking allowed,
no boats with heads are permitted in this marina, no dumping of sewage shall occur due to the lack of
heads and there is no proposed sewage pumpout for boats due to no heads being allowed. A fish
cleaning station for recreational fishermen is proposed along Pier A, central to Piers B thru E. There is
no proposed dredging necessary for the Marina to function as the White Oak River naturally increases in
depth suitable for boat lifts in this location. The natural slope shall maintain properflushing of the
waters within the marina per+CAMA Regulation, The proposed wet slips do not begin until there is a
minimum of 2Z water depth to provide clearance for boat lifts and access to said lifts for boats.
In coordination with the County Fire Marshall a Marina is required to have a fire apparatus
access road for emergency services as well as a dedicated stand pipe system with fire department
connections, an emergency phone and fire extinguishers located on the marina per the NC Fire Code.
The requirement of this fire apparatus access road has created the proposed 404 wetlands impacts of
0.112 acres. The original request from the Fire Marshall was for the road to extend directly to the 6'
wide boardwalk accessing the Marina with a typical 95' diameter cul-de-sac for emergency vehicle turn-
around. The road must be at least 20' wide and originally had 2' shoulders with grades sloping at a 3:1
ratio to existing grade, The only option in removing: this requirement would be for the docks to be
classified as "not -a -marina" meaning that no more than 10 ships are allowed. This reduction in economic
value would be greatly detrimental to the current investment by the owner. In an effort to avoid and
minimize the impacts to the 404 wetlands, the proposed fire apparatus access road now crosses the
existing 404 wetlands at its most narrow point and the cul-de-sac has been replaced with an Alternate T -
Head design that remains out of the 50' SA;HZV buffer and reduces the impacts significantly. This road
is also now proposed with retaining walls on both sides in an effort to avoid the wetland impacts
associated with side slopes from the edge of road. Further, this road shall be constructed of a clean
sand base and 8" of washed #57 stone. This serves two purposes; 1) It helps maintain the low density
stormwater requirement of 12% impervious and 2) it further diminishes runoff directly to the wetlands
by allowing infiltration through the road section.
Other impacts proposed to the 75' AEC are limited to the grading necessary for the RV Park, Fire
Apparatus Road and the proposed 283 LF bulkhead. The proposed impacts within the 30' LAMA buffer
are limited to the 283 LF bulkhead where the grading is proposed to sheetflow away from the White Oak
River and toward the 404 wetlands as well as the 6' Wide Boardwalks that leads to the Marina and
Kayak Launch. Impacts to the Coastal Wetlands are proposed as shading only due to the same 6' Wide
Boardwalks. The bulkhead Is proposed 6" away from the Coastal Wetlands line and there are no
proposed excavation or fill activities proposed within the Coastal Wetlands. There is currently an old
concrete slab that was once used as a boat ramp, This plan Intends to utilize this existing ramp for the
proposed Kayak Launch with the only proposed addition being the 6' Wide Boardwalk over Coastal
Wetlands and into the White Oak River to sufficiently enter and exit kayaks.
Please consider the above information in requesting the LAMA Major Permit. If there are
questions or comments please contact myself per the contact information below.
Sincerely,
Charles M. Cullipher, k, PLS
The Cullipher Group, PA RECEIVED
[e-mail]
252-773-0090 0 C T 10 2018

IVICINITY
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Applicant•
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
H. Public or commercial
❑
development that does not
$400
100% ($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
•
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. 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, or D below applies:
III(A). Private, non-
•
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (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:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas: