20120317 Ver 1_CAMA Application_20120328

2 ®1 203 1 7
A W40A NCDENit
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C Davis
Governor Director
March 27 2012
MEMORANDUM G
TO Karen Higgins ll!!
Division of Water ualt 2
Q ri MqR 8 ?O,? �
FROM Doug Huggett 001
Major Permits Processing Coordinator q�R
�a,
SUBJECT CAMA/DREDGE & FILL Permit Application Review
Applicant M &M Development Inc
Dee Freeman
Secretary
Protect Location Carteret County, Wethermgton Landing Rd, adjacent to the White Oak
River, in the community of Stella
Proposed Protect Proposes to construct two private /community 10 -slip docking facilities with
fish cleaning stations, 4 platforms, 12 finger piers, 20 boatlifts, and 2 earthen
pathways
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
April 16 2012 If you have any questions regarding the proposed project please contact
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
400 Commerce Ave Morehead City NC 28557 NorthCarollna
Phone [phone] FAX [phone] Internet www nccoastal management net
An Equal Opportunity 1 Affirmative Action Employer Naturally

Major
Circle t' f i •
I11(A) Private non commercial
development if General Water
Quality Certification No 3490
(See attached) can be applied 1
$250
DUP 0/
%
Develops ent Type
r r-e
(14 3001601430 IUO093162o6 ?o3)
(24300160243o1000952341)
development if General Water
I Private non �,ommeiclal
$400
100%($400)
0%($0)
development that does not involve
the filling or excavation of any
wetlands or open water areas
$250
1009/ ($250)
0%($0)--
attached) could be applied but
II Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas
$400
100%($400)
0%($0)
III For development that involves
$400
60%($240)
40%($160)
the filling and/or excavation of up
to 1 acre of wetlands and /or open
$400
60%($240)
40%($160)
water areas determine if A B C
or D below applies
_
I11(A) Private non commercial
development if General Water
Quality Certification No 3490
(See attached) can be applied 1
$250
100%($250)
0%($0)
III(B) Public or commercial
development if General Water
Quality Certification No 3490
(See attached) can be applied
$400
100%($400)
0%($0)
III(C) If General Water Quality
Certification No 3490 (see
attached) could be applied but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life
$400
60%($240)
40%($160)
III(D) If General Water Quality
Certification No 3490 (see
attached) cannot be applied
$400
60%($240)
40%($160)
IV Development that involves the
filling and /or excavation of more
than one acre of wetlands and /or
600/
40%($190)
oven water areas
$475
($285)

Dl-VI�I0 -,� OF CO -kSTAL N!A'i1 GLN1EtNT
I'IELD I NN E.STIG -� EIO-N PEPORf
2 r �i �J I t� _� �1 - "T ` e -i tc, r i ! a L o a 1, °i L TO tllE tiv
iiµ Ri Lt S ( ^, rE Cc �
_f J %J,( 1 ]c
26 5 3 / 6 s7 (l S I 15), ('J d� > 9 1 1
10 15), (ti'i x.11 12)
State Plane Coordinates X 2556507 736 Y 376806 286
LAT 34 046 15 82 LON 77 °08 48 37
3 INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — several visits within the past
most recent 2/27/12
Was Applicant Present —No No
5 PROCESSING PROCEDURE Application Received — 3/1/12
Office — Morehead City
6 SITE DESCRIPTION
(A) Local Land Use Plan — Carteret County 12/22/2010
Land Classification from LUP — Rural with Conservation
(B) AEC(s) Involved Public Trust Area Estuarine Water
(C) Water Dependent pier yes upland development no
(D) Intended Use Private /Community
(E) Wastewater Treatment Existing — none
Planned — none
(F) Type of Structures Existing undeveloped with the exception of an existing dirt
road
Planned — 2 earthen paths two 10 slip docking facilities
with covered platforms finger piers pilings fish
cleaning stations and boatlifts
(G) Estimated Annual Rate of Erosion N/A
Source — N/A
7 HABITAT DESCRIPTION
(A) Shallow Bottom Dock A
N/A
N/A
1 698ft2 Shaded
3 Incorp
(B) Shallow Bottom Dock B
N/A
N/A
180 ft2 Shaded
180 ft2 Incoip
(C) Deep Bottom Dock B
N/A
N/A
1 176 ft2 Shaded
3 580 ft2 Incorp
(D) High Ground Earthen Path A
N/A
996 ft2
N/A
(E) High Ground Earthen Path B
N/A
4254 ft2
N/A

Pie Id Irvestig tt1on Repor
4 ' '1 DevelopmLr+ 17C
P- -- , O4
, (C) T-' i\/ia --,l TL 1 J e _
(D) To hl P rez L 1 L 7 -), IL
(E) Prima Nu s r -a ves
(F) Water Cla —,ifi 1 S k /HQV
Open T o
I
I
PI'LOJ>ECT S1iMMALRN The applicant is proposing to build (2) private /community 10 slip
docking facilities with fish cleaning stations 4 platforms 12 finger piers 20 boathfts and 2
earthen pathways Other than the earthen pathways no other high ground development is
proposed at this time This site previously received subdivision sketch plan apps oval from the
Carteret County Tech Review Committee as well as a low density residential stormwater
permit (SW8091210) however per the applicant due to the poor economy and pessimistic
outlook for residential sales they have abandoned their previous plans for development A
multi agency meeting was conducted previously on 6/3/09 by Mr Barry Guthrie (previous
field rep for the Stella Area within Carteret County)
9 Narrative Description
The M & M Land Development Inc project is located along Wethermgton Landing Road
approximately 1 800 south of the Stella Bridge in Stella Carteret County Wethermgton
Landing Road is found by following NC Hwy 24 east from the Swansboro area over the
existing Swansboro /Cedar Point Bridge Follow until you reach the 4 way stoplight within
Cape Carteret (EI to the right) and turn left onto NC 58 (North toward Stella) Follow NC 58
for approximately 8 49 miles and turn left onto Stella Road Follow Stella Road until it
intersects Wethermgton Landing Road then turn left The property is located on the right
approximately' /4 of a mile (1,169 ) This area of Stella is known for large bear population so
all agencies should be aware and prepared due the current time of year (hibernation ending)
The subject property is 138 7 acres (6 042 208 sf) in its entirety has 7000 of shoreline on
the White Oak River and averages 8 in elevation above NHW Currently on the high
ground portion of the site is an existing open field dirt road typical vegetation (grass) and
native trees (pines etc ) Along the property (adjacent to the White Oak River) is densely
populated with coastal and 404 jurisdictional wetlands that is approximately 320 x 1 500
in area and contains Juncus roemerianus (Black Needleiush) I here are several canals (relic
mosquito ditches that are a max width of 30 ) that were previously dredged through the
coastal wetlands The ditches are not navigable during nlw due to the shallow water depths
but are navigable at high tide with kayaks and small john boats Theie is a tidal creek along
the eastern portion of the site that would not be impacted by thi, pioject
Field verification determined that the water depths along the White Oak River shoreline
for proposed dock A are an average of 3 6 with connecting water depths ranging from
nlw inshore to 14 nlw offshore The water depths along the river for dock B are an
average of 7 25 with connecting depths ranging from 5 nlw to 16 nlw depending on
location The Division of Water Quality classifies this area as SA/HQW Waters The
I�

--1C -S i -elon Repor,
�,t & i` I De velopi -rerit InL-
r u '- c' D
b ii Oa P ti v ^° v t� t C Q^ � t c a r _
T rg o qi r i",, CL- rr Si
c c -R , 1 w1+ ;.C, t L
l c CJ C. t `1i 3 i .-,c rei i- l
(�Lt it Yt a'rt tie 1I 11_JriLGe to Cl `) SI 1 1d t - } t
no °L''l of pier A The -,ite is also Lo a rei to tl no tip by t e uat o Lejt - hei1) Poll
1111way which r,, ownefl by the f c -'cial gDvc, =L11 rnd mana,ea Gy Ca1-1,p Lei ure Mai 1-le
Core Base The property is bord,.red to the Last b) a cam, m,pgroun l
10 Protect Description
The applicant is proposing to build two 10 slip docking facilities finger piers platforms
boatlifts and two earthen pathways for the undeveloped tract No other upland development is
proposed at this time
A total of 7 500 ft2 of high ground would be graded filled or disturbed during the process
foi the proposed earthen pathways (approximately 640 above nhw for path A and 30
above nhw (canal area) for path B) The impervious surface is 086% within the Coastal
Shoreline AEC and 0% for the entire tract The applicant previously obtained a Stormwater
Management Permit (SW8 0912 10) and preliminary subdivision sketch approval from the
Carteret County Technical Review Committee however no documentation was supplied
with the mayor permit application due to the fact there are no other plans for high ground
development due to the poor economy A Sedimentation and Erosion Control Plan was not
submitted to the Division of Land Resources due to the minimal land disturbance ( <1
acre)
The applicant is proposing to disturb 7 500 square feet of high ground with the placement
of two earthen paths for the proposed docking facilities All portions of the earthen
pathways would be a minimum of 30 above nhw for path B and 640 above nhw for path
A Path A would be 3 above existing grade 6 in width 166 in length and would connect
to pier A which is located on the northeast side of the property (near the existing railroad
tracts) Path B would be 3 above existing grade 6 in width 709 in length and would
connect to pier B which is located on the southeast side of the property No parking is
proposed in this application
The applicant is also proposing a 6 x 766 fixed pier and access (A) along the (northeast)
White Oak River portion of the property It would house 10 slips with 13 x 13 boatlifts
(6) 3 x 16 finger piers one 8 x 24 platform and one 12 x 24 covered platform with an
12 x 12 unenclosed covered gazebo on the south east side of the platform located at the
end of the pier Pier A would extend from the earthen pathway (640 above nhw) west for
335 in which it would then connect to an 8 x 24 observation platform located on the
north side of the pier and over jurisdictional and coastal wetlands The pier would continue
west from this point over coastal and 404 jurisdictional wetlands for 320 until the edge of
marsh appears It would then continue from the edge of marsh over open water for a final
110 and intersect an 8 x 24 t head platform The south east side of the platform would
house an 8 x 12 unenclosed covered gazebo The 10 slips would be located on the

F e ' IrVe, i�a 'er01L
of �I DevrlJpM 11 T1(,
it
r �
t
' j I -I r I
a
� l
a L 1 i l
tic11rib,- I- t °' it -t- c cf1D' u t " l J U I L
e ,<t° ict fl 1e, t -)a 1_o tevornd tite car- ofr- i
r
r e
CA C C
i p i -c cur clue J wo -I(, liot
a 500 ti 11, tii /atez 7v
The second docking facil t�, (Pier B) would be located on t11e southeast side oi the property
9-)0 f om the eastern itpaii to corridor It wot Id be 6 wide x 822 long and rouse two
platforms ( one with a unenclosed covered gazebo) 6 finger piers 10 slips with (10) 13
x13 boatlifts Pier B would be 6 in width and extend over coastal and 404 jurisdictional
wetlands for 84 It would then crossover the existing manmade mosquito canal (30 wide)
and would be elevated to a minimum height of 5 above nhw over the canal portion and a
minimum of 3 above the marsh substrate It would continue for 295 over coastal
we *lands where at this point it would intersect an 8 x 24 observation platform It would
then continue for 287 over coastal wetlands until it reaches the edge of marsh At this
point it would extend over open water for a final 101 and connect with a 12 x 24
platform which would house a 12 x 12 unenclosed covered gazebo on the south east end
All slips would be located on the landward side of the platform with slips 1 5 located on
the west side of the pier and slips 6 10 located on the east side Slips 1 5 would contain (3)
3 x 16 finger piers and (5) 13 x 13 boatlifts with slips 6 10 consisting of the same
design (3) 3 x 16 finger piers and (5) 13 x 13 boatlifts The water depths for pier B are
an average of 7 25 n1w with connecting water depths from 5 nlw nearshore and 16 n1w
offshore The pier and platform would not extend farther than 113 from the edge of marsh
into a 667 wide water body
11 Anticipated Impacts
This proposed installation of the dock and pilings would result in temporary turbidity
during installation The pier placement would shade 1 698 ft2 of shallow bottom habitat for
pier A and 180 ft' of shallow bottom habitat for pier B while incorporating 3 910 square
feet for pier A and 180 square feet for pier B of this same habitat Pier B would shade a
total of 1 170 square feet of deep bottom habitat while incorporating 4 254 square feet
Estuarine and Public Trust Waters A total of 4 374 square feet of coastal and 404
jurisdictional wetlands would be shaded as well The platforms located over the wetland
areas have the potential to cause greater shading impacts due to the 8 width (min 6
allowed over coastal wetlands) The high ground work would fill a total of 7 500 ft' of the
property with 312 ft' of fill /disturbance occurring within the 75 AEC The impervious
surface would be 086% within the Estuarine Shoieline AEC and 0% for the entire tract
There should be no impacts to shallow bottom from dock A due to the fact that the water
depths within this area are an average of 3 6 n1w There should be no hazard to
navigation resulting from the pier placement due to its location a. well as the piers would
not extend farther than 11/4 of the width of the water body (in this case a maximum of 125
for pier A and 113 for pier B) No coastal marsh would be filled or excavated during this
project however there is a potential for rutting and substrate alteration during construction

i
�i �., iCvvlvii r l
L- C
0
r
0

Stella Bridge Landing Piers
M and M Land Development Inc
Stella, Carteret Cou iy, North Carolina
Project Narrative
IntrodUCUL n
M and M Land Development I is proposes to construct two 10 slip piers with associated
elevated walkways and eartht-n paths on acreage located along the White Oak River in Stella
White Oak Township Carteret County The piers will include platforms boat lifts and fish
cleaning stations Each pier will transition to an elevated walkway to cross over wetlands and
then connect to earthen walkways to connect to highground portions of the site The structures
are identified as Pier A and Pier B on project plans
The project consists of the two piers and associated walkways There are no current plans to
further develop the property Prior to the current economic downturn the owners hoped to
develop a single family residential subdivision on the site A sketch plan was reviewed by the
Carteret County Technical Review Committee in November 2007 and the owners also received
a low density residential stormwater permit However due to the poor economy and the
pessimistic outlook for new residential sales the owners have now abandoned their original
plans They hope to develop the site in the future but at this point it is not known if or how a
residential plan will be pursued In the event they decide to go further with the project, any
proposed development in the CAMA AECs will be addressed in a modification request for the
mayor CAMA permit that may be issued for this proposal
Site Description
The project site consists of ± 138 71 acres of undeveloped land located adjacent the White Oak
River in Stella The Camp Lejeune to Cherry Point Railroad passes along the north of the
property and is an adjacent riparian neighbor of the project site The railroad property is owned
by the United States of America and is managed through Camp Lejeune Marine Corps Base
The project site is connected to Wetherington Landing Road (NCSR 1101) by a recorded right
of way crossing and re crossing agreement over the railroad property The adjacent riparian
property on the east is owned by First and Last Child LLC and is utilized as a camp ground
Stella Bridge Landing Piers
M and M Land Development Inc
Major CAMA Permit Application
March 2 2012 Page 1

The parcel contains extensive coastal and non coastal wetlands including a large peninsula
shaped area of coastal wetlands located on the western portion of the site The US Army Corps
of Engineers approved the Section 404 wetland delineation of 28 02 acres on December 19
2007 (copy enclosed with this application) Staff of the NC Division of Coasta' Management
provided assistance with the deline -ition of coastal wetlands and the locations of Normal High
Water as shown on project plans The shorel ne of the property mea3u e�, anout 7 000 linear
feet including the wetland peninsula
Several canals were previously dredged through the coastal wetlands and are not navigable at
normal low water although some can be passed through at high tide The site also contains a
tidal creek that meanders along the eastern portion of the site The creek is not impacted by
this project
The White Oak River varies in width at the site It is 506 wide at the location of Pier A (see
plans) and 667 at Pier B measured from the waterward edge of marsh
Existing normal low water depths in the river range from 10 near the shoreline of the main
portion of the property to more than 15 0 in the center of the channel Boat slips are located
in a minimum of 3 0 NLW as requested by the Division of Marine Fisheries Depths at the
waterward end of Pier A measure 3 7 NLW Depths at the waterward end of Pier B are 10
NLW No submerged aquatic vegetation or shellfish were observed at the site
The White Oak River at the project site is classified as SA by the Environmental Management
Commission This portion of the river is also classified as a Primary Nursery Area by the Marine
Fisheries Commission and is considered to be an Essential Fish Habitat Project impacts to
these resources will be minimal with no dredging proposed Boat slips will be located in a
minimum of 3' NLW and will extend no more than one fourth the width of the river The
bottom of the pier decking over wetlands will be elevated a minimum of 3 above the wetland
substrate The proposed piers will provide for wet dockage only no marina services are
included
Earthen walkways connecting to the piers are the only proposed upland development The
walkways have been located to avoid wetland areas and are outside the coastal shoreline AEC
Stella Bridge Landing Piers
M and M Land Development Inc
Major CAMA Permit Application
March 2 2012 Page 2

The average - levation of the site is 8 aoove normal high water In addition to coastal and non
coastal wets --,ids shr ibs t, ees -ind grasse., also Pxist on the site Th -re is an e osting cleared
area located n the centLr of the oarcel An exjj dng unpaved roadway connecting to
Wetheringtcn Landing ^oad 3s the only rran rr -,de ,eatLI e on the site
The parcel is unzoned b/ Carteret County As p eviously noted tre Carteret County Technical
Review Committee considered a sketch plan for a residential subdivision at the site in 2007 The
owners did not pursue nor did Carteret County review any further project plans for the site
Sheet 1 of the project plans provides an overview of the project and site There are no existing
wastewater treatment facilities drinking water supply sources stormwater management or
treatment systems or man made structures on the site other than the previously mentioned
unpaved road The large peninsula shaped area of wetlands located on the western portion of
the site will not be impacted by this project
Project Description
The owners propose to construct two 10 slip fixed piers with associated elevated and earthen
walkways The elevated walkway sections will cross wetland areas and will transition to earthen
paths or walkways to be constructed on the highground portion of the site All components of
the two piers will be fixed
Pier A measures 766 in length by 6 wide The length measurement is based on 113 from the
waterward end of the pier to normal high water plus 653 of elevated walkway over coastal and
non coastal wetlands The proposed earthen path /walkway connecting to this pier measures an
additional 166 and is 6 wide
Pier B measures 822 in length by 6 wide Of this length 101 extends from the waterward end
to normal high water with an additional 721' of elevated walkway over wetlands The proposed
earthen path /walkway connecting to Pier B measures 709 x 6
Pier B will be elevated a minimum of 5 above NHW for a span of 6' at the canal crossing as
shown on Sheet 4 of project plans (Pier A does not incorporate a canal crossing) The bottom of
the decking over wetlands (both Pier A and Pier B) will be elevated a minimum of 3 above the
wetland substrate
Stella Bridge Landing Piers
M and M Land Development Inc
Major CAMA Permit Application
March 2 2012 Page 3

The earthen pathways will consist of dirt wood chips pine straw or other natural materials
The earthen pathways are located in non wetland areas as shown on project plans (see sheets 2
and 3)
Each pier will contain two platforms A t head platform measuring 12 by 24 will be located at
the waterward end of each proposed structure A section of each t head platform will contain a
covered gazebo measuring 9 x 12 with a 16 overhang The remaining area of the t head
platform will not be covered An observation platform measuring 8 x 8 with 45 angled sides
will be located in the section to be elevated over wetlands (see proposed pier plan view on
sheet 4 of project plans)
The two piers will be located more than 1500 apart as shown on project plans Pier A will be
located 150 from the adjacent riparian corridor and more than 800 from adjacent docking
facilities (per Google Earth) Pier B will be located 950 from the adjacent riparian corridor and
more than 1900 from the adjacent docking facility
As previously noted each pier will contain 10 boat slips for a total of 20 slips for the project
Boat lifts measuring 12 5 x 12 5 are proposed for each slip Six finger piers measuring 16 x 3
are proposed for each pier for a total of 12 finger piers Cantilevered fish cleaning stations are
proposed adjacent the t head platforms and along the pier landward of the slips for a total of
two per pier or four total (see pier details on Sheet 4)
Upland Development
Proposed upland development is limited to the earthen walkways connecting to the elevated
walkway sections of the two piers All upland work will occur outside the CAMA AEC The
project will disturb approximately 7500 square feet with 086 % of the entire tract being
covered with impervious surfaces (compacted dirt walkways) No impervious surfaces are
proposed for the coastal shoreline AEC
No parking is proposed for this project Parking for trailers is not needed since boats will be
placed in the water elsewhere and brought to the site (There is no existing or proposed
boatramp on the property ) The existing stormwater permit SW8 091210 previously issued for
the site authorizes a roadway system located outside the CAMA AEC to serve a low density
Stella Bridge Landing Piers
M and M Land Development Inc
Mayor CAMA Permit Application
March 2 2012 Page 4

stormwater subdivisi -)n Should the piers ce constructed prior to developm (.nt of a subdi Jision
appropriate sections if permitted roads will be ro ighed in to allow park)rg for users of ti e
docks Upon completion of any fL tu, e -,i bdivisior, owners vehici,. will rem-in on individL 11
residential lots eliminating any need to additional oa k rg area, associated viltn the piers With
either possibility veil ales w>>1 be p:) ' --tJ outside tic, C Ar, A AEC -i minimum of approximate'y
500 from Normal Hig, Water
Construction Methods
Dock construction in the river will employ conventional marine construction techniques using
barge mounted equipment with pile driving capability Walkway pilings over wetlands will be
installed by portable pile driving equipment A small tractor for mowing and light grading will
be used for construction of the earthen walkways The barge will be stored in deep water The
portable pile driving equipment and tractor will be stored onsite on highground
Summary
The proposed project is limited to two 10 slip fixed piers in the White Oak River with elevated
sections over wetlands connecting to earthen highground walkways Each pier will include two
platforms — one at the waterward end of the structure and an observation platform over
wetlands Lifts are proposed for each boat slip
Project impacts will be minimal with no dredging or other development proposed Boat slips
will be located in a minimum of 3 NLW and will extend no more than one fourth the width of
the river Piers will be elevated a minimum of 5 above NHW for a span of 6 at the canal
crossings The bottom of the pier decking over wetlands will be elevated a minimum of 3 above
the wetland substrate The proposed piers will provide for wet dockage only no services are
included
Two earthen walkways (one for each pier) connecting to the piers are the only proposed upland
development The walkways have been located to avoid wetland areas No impervious surfaces
are proposed for the coastal shoreline AEC This proposal will cover a very small percentage
(< 1 %) of the entire tract with impervious surfaces
The owners hope to eventually pursue further residential development of the site At this time
it is not known if or how, future plans will be developed If additional plans proceed for
Stella Bridge Landing Piers
M and M Land Development Inc
Major CAMA Permit Application
March 2 2012 Page 5

residential development of the site the proposed piers will ennance the project and create less
impact than individual piers
Stella Bridge Landing Piers
M and M Land Development Inc
Major CAMA Permit Application
March 2 2012 Page 6

I� itsI,
(last revised 12/27/06)
e
Nrrtn Ca) :)]ina DIVISION OF COASTAL MANAGEMENT
I Primary Apphcantl Landowner Information
Business Name 1
°rqect Name (if applicable)
M And M Land Development Inc
Stella Bridge Landing Piers
Applicant 1 First Name
MI
Last Name
James
Maides
Applicant 2 First Name
MI
Last Name
n/a
Last Name
if additional applicants please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
166 Center Street
MI
Jacksonville
NC
ZIP
Country
Phone No
FAX No
28546
USA
910 938 5900 ext
Street Address (if different from above)
City
State
ZIP
n/a
827
Email
jamesmaides @csbenc corn
2 Agent/Contractor Information
Business Name
Coastal Planning Services Inc
Agent/ Contractor 1 First Name
MI
Last Name
Kathy
B
Vinson
Agent/ Contractor 2 First Name
MI
Last Name
n/a
Mailing Address
PO Box
City
State
827
Morehead City
NC
ZIP
Phone No 1
Phone No 2
28557
252 240
9297 ext
252 354 4916 ext
FAX No
Contractor #
252 247 5765
n/a
Street Address (if different from above)
City
State
ZIP
n/a
Email
kbvinson @ec rr com
<Form continues on back>

Form DCNI MP 1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3 Project Location
County (can be rrLltiple)
Street Add ess
State Rd #
Carteret
Wetherrngton Landing Road
1101
Subdivision Name
City
Stat,
Zip
n/a
Stella I
NC
28582
Phore No
Lot No ts! (if rnan.1 attach additional page a -7 n�,+)
n/a e„t
nia
a In which NC river basin is the project located?
b Name 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
❑Yes ®No
work falls within
i Is the proposed project consistent with the applicable zoning?
Carteret County
4
Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
7 000
6 042 208
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
n/a
NWL (normal water level)
(If many lot sizes please attach additional page with a list)
8 ®NHW or ❑NWL
e
Vegetation on tract
Coastal and non coastal wetland vegetation shrubs trees grasses
f
Man made features and uses now on tract
The tract is undeveloped An existing dirt road approximately 10 wide connects the site to Wethenngton Landing Road
g
Identify and describe the existing land uses adjacent to the proposed project site
Camp Lejeune to Cherry Point Railroad to the north camp ground to the east
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
not zoned
(Attach zoning compliance certificate if applicable)
[]Yes ❑No ®NA
I
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>
m (i) Are there wetlands on the site? ®Yes []No
(u) Are there coastal wetlands on the site? ®Yes ❑No
(m) If yes to either (i) or (u) above has a delineation been conducted? ®Yes ❑No
(Attach documentation if available)

Fora DCM MP 1 (Page 3 c o)
n Describe exists g vastema -r trea me i cihties
none
I
o Describe existinc irirk e Na er supc ource
rone
p Descnb exisrirg stop- r ata marGt ei- � i r or area r -nt 5 ms
none
APPLICATION for
Major Development Perm t
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
Project will provide for water access to the White Oak River by owners of the tract
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
Conventional marine construction technology will be used A barge with pile driving capability will be stored in deep water in
the White Oak River Walkway pilings will be installed by portable pile driving equipment A small tractor for mowing and light
grading will be used to construct the earthen paths The portable pile driving equipment and tractor will be stored onsite on
high ground
d
List all development activities you propose
Construction of two 10 slip piers with platforms gazebos and boat lifts connecting to earthen paths (two) on highground
portion of site
e
Are the proposed activities maintenance of an existing project new work or both? new
f
What is the approximate total disturbed land area resulting from the proposed project? 7500 ®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
Sheet flow runoff to the White Oak River
i
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes attach a mitigation proposal
<Form continues on back>
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 applcation
package to be complete Items (a) - (f) 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

Form DCM MP 1 (Page 4 of 5)
APPLICATION for
Mayor Development Perm t
d A copy of the deed (with state application only) or other irstrumenL under Nhich the applicant claims title to the affected properties
e The appropriate application fee Check or money or,'e mad- pajable to DENR
f A list of the names and complete addresses of the adjacent wat r`ront (npa ian) landcr ✓ -iers a id signed return receipts as proof that such
owners ha ✓e received a copy of the application and plats by cert tied mail Such landcwncr must be ad rased that they have 30 days in
which to submit comments on the proposed project to the Divisio of Coas al Management
Name United States of America
Phone No
Address Commanding Officer Public Works Code 408 Harold Napier PSC Box 20004 Marine Corps Base Camp Leleune NC 28542 0004
Name First & Last Child LLC
Phone No
Address 322 C Wood Farm Road 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 permittee and issuing dates
SW8 091210 issued to James Maides President M and M Land Development Inc on March 9 2010
h Signed consultant or agent authorization form if applicable
i Wetland delineation if necessary
l A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 10) if necessary If the project involves expenditure
of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act
7 Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands to 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 February 16 2012 Print Name Kathy B Vinson
Signature (/
Please indicate application attachments pertaining to your proposed project
❑DCM MP 2 Excavation and Fill Information ❑DCM MP 5 Bridges and Culverts
®DCM MP 3 Upland Development
®DCM MP 4 Structures Information

Form DCM MP 1 (Page 5 of 5) APPLICATION for
Mayor Development Permit

Form ®Cif MP-3
UPLAND DEVELOPMENT
(Ccnstfuction andlof land disturbing activitaes)
A tack this form to Joint Applicat on for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to tris proposed pro)Pct Please include all supplemental irforma +ior
I GENERAL UPLAND DEVELOPMENT
and number of buildings facilities units or structures
proposed
Two earthen paths connecting the highground portion of the
site to the proposed piers and elevated walkways are the
only upland development proposed at this time The
earthen path connecting to Pier A will measure 166 x 6
The path connecting to Pier B will measure 709 x 6 Both
earthen paths will be located to avoid impacts to wetlands
(see project plans)
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
(u) If yes list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and /or built upon surfaces such as
pavement building rooftops or to be used for vehicular driveways
or parking
0%
i Give the percentage of the entire tract to be covered by impervious
and /or built upon surfaces such as pavement building rooftops
or to be used for vehicular driveways or parking
086%
Describe proposed method of sewage disposal
There are currently no plans to develop the site No method
of sewage disposal Is proposed at this time
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)
Sheet flow runoff to the White Oak River
b Number of lots or parcels
one
d Size of area to be graded filled or disturbed including roads
ditches etc
Current proposal will disturb approximately 7500 sf
f List the materials (such as marl paver stone asphalt or concrete)
to be used for impervious surfaces
Dirt wood chips pine straw
h Projects that require a CAMA Mayor Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(n) If yes list the date submitted _A low density stormwater
permit was issued by the NC Division of Water Quality on
3/9/2010
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

m Describe proposed drink rg water stir iy source (e a ve I
community public system etc )
There are no current plans to rE�i e,,r the si +e i o source
for di inking water supply is o ro�-,d at zl,i, t rpe
o When was the lot(s) platted and recorded
June 5 2007
February 16 2012
Date
Stella Bridge Landing Piers
Project Name
M and M Land Development Inc
Applicant Name
Applicant SigWure
n (i) VV 11 wat. ce impounded ❑Ye ®No ❑NA
(i)If i -� hcw r-any acre ?
p If propc d development is a subdivisior wit additional utilities be
installed or this upland development?
❑Yes ❑No ®NA

1 09. t,
(Construction vyathan Public Freest Areas)
Attach this form to Joint Application for CAMA Major Permit Form DCM NIP 1 Be sure to complete all other sections of the Join'
Application that relate to this proposed project Please include all supplemeni,al information
9 DOCKING FACILITY /MARINA CHARACTERISTICS
❑This section not applicable
a (Q Is the docking facility /marina b
(i) Will the facility be open to the general public?
[]Commercial ❑Public/Government ®Private /Community
[]Yes ®No
c (i) Dock(s) and /or pier(s) d
(i) Are Finger Piers included? ®Yes ❑No
(n) Number 2
If yes
(m) Length Pier A = 766 Pier B = 822
(u) Number 6 per pier, total of 12
(iv) Width 6
(m) Length 16
(v) Floating ❑Yes ®No
(iv) Width 3
(v) Floating ❑Yes ®No
e (i) Are Platforms included? ®Yes []No f
(i) Are Boatlifts included? ®Yes ❑No
If yes
If yes
(u) Number 2 per pier, total of 4
(u) Number 10 per pier, for a total of 20
(m) Length 12 (platform w /gazebo) and 8 (observation
(iii) Length 125
platform)
(iv) Width 125
(iv) Width 24 (platform w /gazebo) and 8 (observation
Platform)
(v) Floating ❑Yes ®No
Note Roofed areas are calculated from dnpbne dimensions
g (i) Number of slips proposed h
Check all the types of services to be provided
10 per pier, for a total of 20
❑ Full service including travel lift and /or rail repair or
(u) Number of slips existing
maintenance service
0
❑ Dockage fuel and marine supplies
® Dockage ( wet slips ) only number of slips 20
❑ Dry storage number of boats
❑ Boat ramp(s) number of boat ramps
❑ Other please describe
i Check the proposed type of siting
❑ Land cut and access channel
❑Open water dredging for basin and /or channel
®Open water no dredging required
❑Other please describe
k Typical boat length 20 26
m (i) Will the facility have tie pilings?
❑Yes ®No
(n) If yes number of tie pilings?
n/a
j Describe the typical boats to be served (e g open runabout
charter boats sad boats mixed types)
mixed types
I (i) Will the facility be open to the general public?
❑Yes ®No
2 DOCKING FACILITY /MARINA OPERATIONS 0 This section not applicable

a Check each of the following sanitary facilities that will be included in the proposed protect
❑ Office Toilets
❑ Toilets for patrons Nv mber Loration
❑ Showers
1 ❑ Boatholding tang curipout Ciia ype a d Ircation
b Describe treatment toe and di oosal locaticn for all sanitarj nia ewater
none
C Describe the disposal of solid waste fish offal and trash
trash receptacles located on highground
d How will overboard discharge of sewage from boats be controlled?
none allowed
e (i) Give the location and number of No Sewage Discharge signs proposed
two signs one at each pier
(n) Give the location and number of Pumpout Available signs proposed
none
f Describe the special design if applicable for containing industrial type pollutants such as paint sandblasting waste and petroleum products
n/a
g Where will residue from vessel maintenance be disposed of?
n/a
h Give the number of channel markers and No Wake signs proposed none
i Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality
none
j What will be the marina policy on overnight and live aboard dockage?
not allowed
k Describe design measures that promote boat basin flushing?
n/a
I If this protect is an expansion of an existing marina what types of services are currently provided7
not an existing marina
m Is the marina /docking facility proposed within a primary or secondary nursery area?
®Yes ❑No
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting areal
®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 5280 sf shaded ❑SAV ❑SB
OWL 2404 sf shaded ❑None

p is the proposed marina /docking facilit/ located Nahin 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
(n) Number
(ni) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
4 GROIN (e g wood sheetp►le etc If a rock groin use MP 2 Excavation and Fill) ®This section not applicable
a (i) Number
(u) Length
(iii) Width
5 BREAKWATER (e g wood sheetp►le etc) ® This section not applicable
a Length b Average distance from NHW NWL or wetlands
c Maximum distance beyond NHW NWL or wetlands
16 MOORING PILINGS and BUOYS [D This section not applicable
a Is the structure(s) b Number
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline d Description of buoy (color inscription size anchor etc )
Note This should be measured from marsh edge if present
e Arc of the swing
7 GENERAL
a Proximity of structure(s) to adjacent riparian property lines b Proximity of structure(s) to adjacent docking facilities
950 to east 150 to northwest 1 950 to east 840 to northwest
Note For buoy or mooring piling use arc of swing including length
of vessel
C Width of water body d Water depth at waterward end of structure at NLW or NWL
506 at Pier A, 667 at Pier B 3 7 NLW at Pier A 10 NLW at Pier B
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes explain what type and how they will be implemented
8 OTHER ®This section not applicable

a Give complete description
February 16 2012
Date
Stella Bridge Landing Piers
Project Name
M and M Land Development Inc
Applica t Name
7Z
Ap hcant SigrWure

#*
##
##
##
#*
**
*#
##
#*
#*
**
##
##
##
##
BOUNDARY LINE TABLE
Line
Bearing
Length
Lt!
§69-34-28-W
47.92
L2
S 2 0'03 "W
14.76'
L3
S66'05'38 "W
20.92'
L4
S72'54'1 "W
16.2S
L5
S80'32'4 7"W
12.04!
L6
N57'01'0 "W
13.21'
L7
S 9'1733 "W
5.49'
L8
N38'16'34 "W
15.02'
L9
N11'1938 'W
14.91'
LIO
N 0'36'09 "E
9.34!
1-11
N36'0 '45 "E
9.16'
L12
N25'51' 7"
6.14!
L13
N32'58'5 "E
13W
1-14
N44-17'3 "E
10,36'
L15 I
N32'5W5 "E
3.30'
L16 I
N00' 2' 7 "W
5.49'
L17
N4 '2 '0 "
13 61'
L18
N75*46'3eW
14.21 .
L19
S86'06' "W
16,51'
L20
S 1'09' "W
12.95'
L21
S751 ' 3"
15.10'
L22
S73'20'5 "
26.66' .
L23
S7711'5 "W
3.11'
L24
S 3'51'08 "W
19.32'
L25
S81'09'4 "
19.42'
L26 I
S8 '21' 8 "w
25.85'
L27
S 1'41'52 "W
13.86'
L28
S83'3455 "W
36.81'
L29
S66'05'38 "W
27.89'
L30
S6$'26'17*W
20.5W
L31
54'47'02"
17.78'
L32
S '28' 9 "W
96.62'
L33
S42' 3' 5"
21,38'
L34
S42' 6'42"
20.08-
L35
S41'48.11"
14.91'
L36
S47'09'18 "W
5.93'
L37
38'23'11 "W
8.88'
L38
S32'58'5 "
1'
1-39
S33'48'04"
17,78!
L40
506 25'03"
14.76'
L41
SOO*42*V*E
19.2S
L42
S05'06'22"
11.94'
L43
S00'42'27 "E
13.73'
L44
S30 '57'50 "E
12.72'
L45
S19'0 33"
14.48'
L46
S17'05'49 'E
16.23'
L47
$12'48'0 "
13.11'
L48
S30'03'55 "E
16.81'
L49
S45' 2'27 "E
.59'
L50 I
S331 '43 "E
11.94'
L51
694'43"
15.75'
L52
S36' 4'05"
12.4V .
L53
S32.4 '.
17.28' .
L54
S2 1549
7.82'
L55
SO6 0 '0 "
15.67'
L56
S341T0 "
11.18'
L57
$3710' "
10.44'
L58
S03'41'28 "W
11.94'
L59
S00'4 '
6.41'
L60
S1319' "W
11.33'
L61
53710'0 "W
10.4 4'
L62
S60 9'30"
27.04'
L63
S 8*0 '31"
17.68'
L64
71`08'13"
27.32'
L65
N82'6 '3 "W
20.33'
L66
I N 5.5 ' 9 "W
25. '
L67
S 173 "W
13.7
L68
$7301'56 "W
22.8
L69
S4417'33"
6.47'
L70
$62'43'3 "W
12
L71
N50'O6' "W
8.44"
L72
N74*1 9'05"W
16.2S
L73
I N 7'01'0 "W
0'
L74
N45'4 ' 7"
18.13'
L75
2919'05 "W
11.47'
L76
N12'01'03 "W
9.34'
L77
N00'42'
14.6V
L78
N20'41' 6"
10,72-
L79
8917 "
5.49'
LBO
I S5 451
15.75'
L81
S2 51'27"
14.33'
L82
S21 0' "W
16.83'
L83
522'2 ' "W
13.95' .
L84
S41'48'11"
14.91'
L85
S54'35'51 "W
1448'
L86
S64 05 9 "W
17.20'
L87
S77 7 "W
4.67'
L88
N7 '16'21 "W
20.27'
L89
N76'40'16 "W
11.33'
L90
I NIO'30'47!W
7.1-5-
1-91
1 N87'2 '2 "W
15.59'
L92
I 575'15'23 "W
7.55
L93
I S60'40' "
11.47'
L94
I S72- '3 "W
9.56'
L95
I s8i,41'5rW
118 '
L96
I N34'2S51"W
3.30'
L97
N64'0 '33 "W
6.14'
L98
N 64 'S9"
17.49'
L99
N00'42'
24.72*
LI00
N14*4437*W
7.5 '
LI01
S5 17'14 "W
,64'
L102
N 7'23' 0 "W
3. '
L103
9'01'24 "W
47. '
1-104
S74'3 '1 "W
30.06-
LIDS
N62'01 0 "
28. '
0,06
6817'39"
0.75'
L107
N3 41 47 "W
57.9
L108
N581 0'28"W
42,03'
1-109
N63'2 '4 "W
.35,65'
L110
N45'04'03"
'
1-111
N1611'1 "W
50.90'
L112
N32'2 '5 "W
45.84-
1-113
N55'07.58 "W
47.92-
L114
N40'41'00 "W
49.1,V
L115
N71'4'0 "W
25.93!
1-116
N25'55' 2 "W
14.39'
L117
N55'44'03"
37.8 '
L118
N2519'38"
48.36t
1-119
N75'5 '15 "W
31,30'
L120
N63'09'1 "W
25.44'
L121
N65'47' 7 "W
30.90'
L122
N 1'2 '11"
41,19'
L123
43 25 08"
33.06'
L124
N3611'51 "W
34.30'
L125
70'40'01 "W
33.30-*
1-126
N46'30' "W
35.0 '
Lt27
N7114'50"
24.70'
L128
S79'3 '32"
36.00'
L129
3' 3'1 -W
18.09'
L130
610130"
51.60'
L131
N581 6*31"W
82.50'
1-132
551 43.41 "W
14.08'
L133
S51'4 '41 "W
54.26'
L134
S83.04' "W
79.21'
L135
N8924' "W
46.45'
L136
S36'30'43 "W
31.61'
L137
N84.59'49 "W
9.13'
L138
N8114'43 "W
11.14
L139
8917'33 "W
8.24'
L140
I S74'32'56 "W
17.99'
L141
I S8917'33 "W
29.30'
L142
I N8234'39 "W
12.95'
1-143
I S81'09'45 "W
12.95
L144
I S6815'18 "W
25.51'
L145
I S61'23'43 "W
17.61'
L146
I S61'32'02 "W
19.66'
L147
I S69'04'04 "W
18.54'
L148
I S80'45'42 "W
18.52'
L149
I S86'06'46 "W
16.51'
L150
I S84'007 'W
22,96'
1-151
1 579'49'49 "W
16.71'
L152
S65'39'47 "W
15.99'
L153
N88'30'18 "W
23.82'
L154
S7910'04 "W
26.04'
L155
S66'05'38 "W
13.95'
L156
S55'36'09 "W
16.51'
L157
S61'32'02 "W
19.66'
L158
I S74'21'40 *W,
14.21'
1-159
1 S76' 5'49 W
16. 8'
L160
I S81'09'45 "W
19.42'
L161
I N84.22'02 'W
16.5W
L162
I 571'46'01 "W
18.24'
L163
S5717'14 "W
17.28'
L164
S59'32'51 "W
14.76'
1-165
S5819'44 "W
10.68' .
L166
S61'23'43 "W
17.61'
L167
S5717'14 "W
8.64'
L168
S5435'51"W
14.4V
L169
I S47'01'08 "W
13.61-
L170
S84'39'25 "W
33.99'
L171
N87'20'28 "W
5.5 '
L172
72'21'54"
22.01'
L173
S4417'33"
15,54'
L174
S65'03' 3 "W
20.08'
L175
S7 15' "W
11.33'
L176
I S53'45'1 "W
15,75'
L177
S5 '1 ' 7"W
21.84!
L178
S5932'51 "W
2.15'
L179
S7 '01'56 "W
22.89'
L180
S68'02'31 *
17.68'
L181
S54'47'02 "W
17,78'
L182
S53'45'17 "W
7.88'
1-183
S4417'3 "W
5.18'
L184
S5315'55 "W
12.45'
L185
S56'3 '2 "W
15.24'
L186
4116'4 "W
12.32'
L187
S48'41' 8 "W
16.88'
a#
##
*#
*#
##
#*
##
#*
##
*#
##
. BOUNDARY LINE
TABLE _
L188
S56' -3' 4"
18;84'r
L189
5'36'09 -W
13.21'
L190
S83'17'01"W
17.49'
L191
S7 '11'52 "W
3.11'
L192
S7 '59'16 "W
10.24-
L193
64'31'03 "W
13.11'
L194
N76 4:3'16 "W
20.90!
L195
-160-28-54-W
S61'13'12 "W
15.57'
L196
S 9'5 '05 "W
16.81'
L197
'32'47 "W
12.04'
L198
N8 '34'39 -W
6.47'
L199
N66'4 '4 "W
.99'
L200
NS '31' 6`W
4.58'
L201
SOO'4 ' 7"
4.5 '
L202
10' '0 "W
4.67'
L203
S51'2 '0 W
10.44'
L204
S46'4 '55 "W
14.91'
L205
S76'4 '4 "W
8.44'
L206
6 '4 ' "W
10. 4'
L207
5'36'09 "W
13.21'
L208
S7 ' '19 "W
30.70'
L209
S5 '3 ' 1 "W
14.76'
L210
S1 96'3 "W
10.72'
L211
S17' '39 -W
2.90'
L212
62'4 '39 -W
614'
L213
S68'44'11 "W
15.65'
L214
S672 '28 "W
9.86'
L215
S4417' 3 "W
11.65'
L216 I
S21'0 '38 "W
9.86'
L217
1 99'44 "W
3.78'
L218
S151 ' 6`
13.33'
L219
S00'4 '27 "E
12,82'
L220
S49'29'13 "W
14.3 0'
L221
'2 ' 4 -W
20.90'
L222
44 7' "W
31.08'
L223
I S4 1 '03 "W
18.79'
L224
I S40*55'34*W
22.05'
L225
2 5' 1 "W
2.05'
L226
S4 1 '03 "W
37.57'
L227
4497'33 "W
25.90'
L228
S48'0 '24 "W
29. 0'
L229
46 1'42 "W
21.38'
L230
548'51' 9 "W
32.48'
L231
5461 '03 "W
16.79'
L232
S48'06' 4"
29.2 0'
L233
S4814' 6 "W
37.64'
L234
I S4 '2 '00 "W
38.87'
L235
S3519'12 "W
37.36'
L236
32'31'27 "W
31.75'
L237
S33'30'30 "W
27.68'
L238
S32'01'40 "W
30.48'
L239
S29'21'40 "W
20.10'
L240
3757'08 "W
35.18'
L241
8' 4'55`W
39.04'
L242
36'0 '4 "W
18.31'
L243
S 3* '22 "W
21.06'
L244
42 '24 "W
33.69'
L245
S401 '06 "W
27.91'
L246
S4 ' ' 8 "W
25.93'
L247
53'35'0 "W
36.08'
L248
S52'25' 1 "W
45.78'
L249
56' 6 "W
45.72'
L250
5332'19 "W
28.21'
L251
S50'37' "W
29.31'
L252
1'28'06'W
37.27'
L253
66'0 '38 "W
34.87'
L254
76 3'06 "W
45.09'
L255
S74'40'18 -W
21.76'
L256
S68'31'13 "W
28.40'
L257
S77'24'14 "W
35.56'
L258
577'42' 1 "W
36.4,5'
L259
S85'4 '27 "W
30.27'
L260
87'3 '09 "W
29.3 1'
L261
81'09'45 "W
25.90'
L262
71'3 '52 "W
24.03'
L263
N8653'36 "W
27.53'
L264
N7W23'51 "W
28.01'
1-265
N80 5'16 "W
14.91'
L266
S89 7' 3 "W
25.3 '
L267
N88'O6' 8 "W
20.16'
1-268
1 N84'4 ' "W
26.70
L269
I N80'34'5 "W
4'
L270
N81'5 '41 "W
24.09'
L271
N78'56' 1 "W
2Z45',
L272
N79'5 '
19.57'
L273
N 3'3 '2 "W
40.13'
L274
N76'40'16 "W
26.4S
L275
N69'40'1 "W
25.51'
L276
N60' '33 "W
27.48'
L277
N61 0'07 "W
31.57'
L278
N60'5 ' 5 "W
22.15'
L279
N48'49' 7 "W
35.66'
L280
N47'0 ' "W
27.85'
L281
N4635' 0 "W
42.09'
L282
N39'59' "W
2 .0 '
L283
N4335'11 "W
17.49'
L284
N46'44' 7 "W
35.62'
1-285
N49'39'10 "W
37.64'
L286
N41'31' "W
18.18'
L287
N36'3 ' "W
20.33'
L288
N42'31' 0 "W
3.34'
L289
N19'0 ' 3 "W
43.43'
L290
N39'59'49 "W
13. 1'
L291
N eW
37.28'.
L292
N15'57' 5 'W
31.32-
L293
N1 14'11 "W
33.77'
L294
09'04' 4 "W
31.47'
L295
N21'01'50 "W
26.30
L296
N14' '37"
15.10',
L297
N 8' '48 "W
6.47'
L298
N241 ' 5 "W
38.9W
L299
N1514'31 "W
5.5 '
L300
NO3'53'leW
16.51'
L301
NOO'4 ' 7 "W
21.9W
L302
N10' 4' 4 "W
21.38'
L303
- N 5'0 '22 "W
47.7V
L304
N15'07' "W
33.09'
L305
N1010'11 °W
22.28'
L306
N111 '38 "W
129.81,
L307
N07-13'38"W
32.26'
L308
N223 ' 2 "W
14.79'
L309
N21'3 ' 3 "W
20.5W,
L310
N17'24'24 "W
19.12'.
L311
N05'0 ' "W
23.8W
L312
00'4 ' 7 "W
65.01'
L313
02'01' 8-
19.25'
L314
NO ' 7 "W
32.05'
L315
NO '33'47"
32.10'
1-316
NOO '42' 7 "W
15.15 7'
L317
06 5 ' 4"
27.71'
L318
N10'07'58"E
43.82'
L319
N07 03 2 -
40.66-
L320
319'44"
26.43'
L321
N08'45'17 "E
33.42 '
L322
1 '50' "
5'
L323
N21 5'3 "E
19.72'
L324
N1 6'49'05"E
18.24'
L325
N3134'05 "E
20.58 '
L326
N44'17'33 "E
23.31'
L327
N47'39'32 "E
11.03'
L328
N36'09'45 "E
18.31 ;
L329
N8226'59 "E
23.46'
L330
I N47'01'08 "E
13.61'
L331
N1319'44 "E
7.55'
L332
N1 3'39 "E
5.79'
L333
N7554'00 "E
19.77'
L334
N7515'23 "E
1.33'
L335
S8618'32 "E
11.94'
L336
N6014'16 "E
9.43'
L337
S 1'38'59 "E
83.98'
L338
N 5'03'53 "E
20.08'
L339
S86'00'1 eE
145.16'
L340
N8234'58 "E
15.67'
L341
I N80'1 7'33"E
14.65'
L342
S74'45'44"E
13.33'
L343
578'49' 8 "E
17.78'
L344
N891 7'33"E
26.55'
L345
S75'46'34"E
14.21'
L346
S48'26'02 "E
13.61'
L347
S2319'38 "E
11.90'
L348
S65'30'23 "E
17.20'
L349
I N89'1 7'33 "E
21.06'
L350
N77'58'57"
18.68'
L351
S7728'01 "E
5.99'
L352
581'44'05 "E
17.61'
L353
S74'00'30 "E
1912'
L354
S80'50'30 "E
21.38'
L355
N89'1 7'33"E
118.311'
L356
S 8 '18"
2 .1 '
L357
81'57'41 "E
12.04'
L358
NS '55'34 -E
15.59'
L359
N 917'33"
16.48'
L360
S50'0 '2 "E
16.88'
L361
S58'42' 8 "E
17.2V
L362
S87'50'42 "E
18.34'
L363
S52-02'52 "E
29.31'
L364
S76 40'16"
1&88'
L365
S73'10'5 5"E
18.24'
L366
S7538'20"
24.65*
L367
84'22'02"
24.87'.
L368
N711'23"
24.91'
L369
N7 '46'06 "E
17.11'
L370
917'33-
15.57'
L371
S47'49'43"
17. 9'
L372
$40'3 '47"
7.15'
L373
S 6'39'10"
6.67'
L374
SOB'50'15 "E
6.47'
L375
SO '42'27 "E
4.58'
BDUNDAF LINE
TABLE
L376
N46 45'55 "E
14,91'
L377
N44 17'33 "E
7.77'
L378
N07..5 21 "E
6.47'
L379
N00 4'2'27 "W
10.07'
L380
N521'2'52 "W
17.59'
L381
68%'315 "W
11.90'
L382
N76 4:3'16 "W
7. 5'
L383
N78 3 '46 "W
1 .11'
L384
S89"17° 3 "W
11 3.7V
L385
N57 .'03 "W
3.30'
L386
N53 X3'1 "W
4.58'
L387
N64 C ;3 33 "W
.05'
L388
N36 Ts'45*
4.58'
L389
N58"�9'44*E
5.34
L390
N89 1`33"
15.57'
L391
S85 "55'38"
1 .03'
L392
N85-j'2'25*E
12.85'
L393
S 5 7 ' 3 "E
17.20'
L394
S78!: C4 "
8.44
L395
S68 a 2 "E
14.79'
L396
58024 9"
20.47'
L397
80 2 58 "E
26.1 IV
L398
S84 °35 31"
5.78'
1-399
N89° 1`33"
21.06'
L400
S70 "3'05 "E
.65'
L401
S77 48'57 "E
32,87'
L402
58533 °47 "E
20.23'
L403
S88'35' 1 E
24.74'
L404
N72 44 °08 ".E
35,34'
L405
N79 2:5'36 "E
21.38-
L406
N86 °41'24 "E
.16'
L407
N82 5,VO8 "E
8.29'
L408
N82" 3°03 "E
22.15'
L409
N72 15 °36 "E
.56'
L410
S8O'24'09
30.71'
L411
S58'42*08*E
8.6,V
L412
S64 rA'33 E
14.33'
L413
N77 3'5 E
.34'
L414
N77 53 °57 "E
9.34'
L415
N89 .7 °33"
6.41'
L416
N89i7'3 "E
2.75'
L417
00 42'27 "E
10.99'
L418
S 1 48'17"
8.44'
L419
S4841, '28"
8.44'
L420
S89 733"
3.66'
L421
S23 19'38 "E
11,90'
L422
34°2:3'51 "E
.30'
L423
S 716' 1 °E
.05'
L424
S14 44 °37"
3,78'
L425
S05 V3'22"
11,94-
L426
S00 4 °27 "E
7.33'
L427
S07es21 "W
6.47'
L428
S00 4 ° 7"
10.99'
L429
S00 °42° 7 "E
.33'
L430
S45 4 7 "E
9.06'
L431
S7 25'44 "E
6.67'
L432
S45 4 °27 "E
'
L433
SO 4 '27 "E
41'
L434
S44 i ' 3 "W
2.59'
L435
S52-2521"W
9.16'
L436
S67Z3' 8 W
4.93'
L437
S89 i 7° 3 "W
0.92'
L438
S89 t7 °33 "W
1.83'
L439
S89 ?33"
1.83'
L440
S62 43'39 W
6.14'
L441
S6 43 *39"
6.14'
L442
S75 :'5'23 "W
7,55'
L443
S89 7'33 "W
1,83'
L444
S00 42' 7 "E
7.33'
L445
S07 :2'52 "E
8.29'
L446
I SOO 4 '27"
7.33'
L447
S00 4. '27 "E
4.58'
L448
S 2 ? X32 "E
.93'
1-449
572 i3'21 "E
8.69'
L450
N83 "5 WE
0'
L451
N55 R'09 "E
3.9
L452
N67 '. '28 "E
3'
L453
SlV '33 "E
,90'
L454
--a-0-0:4 Z27-E
2.7V
L455
S44 fi 33 "W
9.06'
L456
S00 a '27 "E
1.83'
L457
S34 a 49 "W
7.89:
L458
S19-:,-8-,33-E12.90-
L647
L459
SOO 4 ' 7"
9.16'
L460
S57F''1'03 ".E
'
L461
S16".9'10 "E
6.67'
L462
S45 4 '2 E
518'
L463
5TR'' '03 "E
%90'
L464
S50 6'22"
.44
L465
S53,0'15 "E
4.58'
L466
S55,O'11 "E
.88'
L467
S41 ;3'32"
8. '
L468
S37 2'4 39 "E
4.58'
L469
S37: -e39 "E
4.58'
L470
N89 ;7'33 "E
0.92'
L471
S2944'4 "E
12.75!
L472
S64:9'33 "E
4.09'
L473
S72 - 6'21 "E
5.79'
L474
N85 33 E
6.41' _
L475
N89 17 33
3'
L476
S70 43 8
10,72'
L477
N7J9ik-,1*49"E
11.1,V
L478
N81 .9 45
6.47'
L470
N81, ;9'45"E
6.47'
L480
N89?7*33"
4.58'
L481
14 4437"
.5 '
L482
S 0 4` ' 7 "E
.7 '
L483
S 4' "E
6. 7'
L484
11:0'44 "E
10.2,V
L485
S07A1 5"
6.47'
L486
S29 15'49 "E
7.82'
L487
N62 4 '39 "E
.09'
L488
N32 -' '57 "E
3.30'
L489,
N6 43'39"
.05'
L490
79 43' 1 "E
9.34'
L491
N89 17'33 "E
6.41'
L492
N10 ,3'11 "W
5. '
L493
N21 i s °49"
7.82'
L494
N57 X1'03"
9.90'
L495
N 21 '46 "W
.64'
L496.
N 7 4• ° 7 "W
14.76'
L497
N21°5'3 "E
4.93'
L498
N16 29'10 "W
6.67'
L499:
N74.r'30 "W
9.56'
L500
=7103"W
7.38-
L501
S 71A 57 'W
4.67'
L502
S8917'33 "W
.49'
L503
N83 57 'W
7.38'
L504
S89 7'33"
7.33'
L505:
76 +4'16 "W
7.55'
L506.
N72 a 21 "W
8.69'
L507
N57 r'03 "W
6.60'
L508
N 4:h'33 "W
.05'
L509
64 IF33 "W
4,09'
L510
N34 i 51 "W
'
139-
L511
N39 '02 "W
11.73'
L512
N36 1-'43 "W
7.88'
L513
N72 3'21 "W
2.90'
L514
N32 4:'46 "W
8,64'
L515
N72 J'21*
8.69'
L516
N57 :1'03 "W
.30'
L517
N45 °42'27 "W
6.47'
L518
N31 °-43'16 "W
5.34'
L519
N10-,0'11"W
5.57'
L520
I N0042'27 W
10.07'
L521
N3015 23 E
5.34'
L522
N427,9'13"
7,15'
L523
N7949'49 "E
5,57'
L524
N47"9 3 "E
11.03'
L525
N29 4'S 44 'W
9.43'
L526
N76 "40 °16 "W
,55'
L527
S8917'33 "W
4,58'
L528
N84 z2 °02 "W
8.29'
L529
S67°49'28 "W
4.93'
L530
S81 ,q'45 W
47'
L531
S89 33 W
0,92'
L532
N11, i,e 44 E
11.33'
L533
N2571 27 E
614'
L534
N55 6'09"E
6.61Y
L535
N82 1 0'03 E
7.38'
L536
N81 9'45 E
6.47'
L537
N89:7'33
2.75'
L538
N8917'33 "E
8,24'
L539
N58 ',;9'44 "E
5.34'
L540
N0042 °27 "W
5.49'
L541
N1.3 14'11 "W
8.44'
L542
N19 %2'33 "W
5.79'.
L543
N34S,3 51 "W
6.60'
L544
N07 445'57 "W
7.38'
L545
N454: ?'27 "W
1. 29,
L546
S :7'33 "W
1,83'
L547
N4 1,W2 "
11-03'
L548
9'[7'3 "W
1.83'
L549
N25 %,V27"
6.14'
L550
25 51' 7"
4.09'
L551
N 9 5'38 "E
4.93'
L552
N21 "i'3 "E
4.93'
L553
L554
NO8 411'17.. "E
5.57'
L555
N 5 1'27 "E
,19'
L556
N23U41 1"
1.06'
L557
N10`,i5'Q9"E
9.3 4'
L558
N15 3'3 "E
.56'
L559
N30 ,f3° 3"
5.34'
L560
N38 ;V55"
13.01'
L561'
N84 .' 53 "E
10.11*
L562
N66 W38. "E
13.95'
L563
I N80"1' ?'O8"
3.1 '
BOUNDARY LINE TABLE
L564
N! 9'13 7'33 "E
.49'
L565
$,59'44'37"
10.68'
L566
S' '40'16 "E
11.33'
L567
S133'06'46 "E
13.86'
L568
S87'07'52 "E
14.66'
L569
S1 8'06'18 "E
0.16'
L570
N! 9'17'33 "E
13.73'
L571
S76'40'1 6"E
18,88'
L572
•17'54'1 "E
0.66'
L573
N. 9'1733 "E
_
16.48'
L574
N80 9'12"
17,61'
L575
N73'2 '50 "E
0.00'
L576
N!5 1 '44 "E
16.02'
L577
Ei '0 '53"
20.08'
L578
N87'10'17 "E
4,74'
L579
N 9'17' "E
4.58'
1-580
N73 '50 "E
13,33'
L581
N68'44'11 "E
.47_,___
L582
N, '17'33 "E
10.99'
L583
NI '53' 8 "E
11.94'
L584
N, 997' 3 "E
9.16'
L585
N73 0'50 "E
0.00
L586
N!496'32 "E
15.16'
L587
N8616'47 "E
17.42'
L588
N'7724'1 4"E
17.78'
L589
N66'40' 22 "E
11.90'
L590
N64 6'32"
15.16'
L591
N134'50'55 "E
22.13'
L592
N46'46'55 "E
14.91' _
L593
N O'12`25_E
18_18'_
L594
N156'48'47"
28.74'
L595
N, '0�9 2'10 "E
5,44'
L596
N66' 5'38 "E
20.92-
1-597
N.. 899'44 "E
16.02-
L598
N, 95'5 "E
4.91'
L599
N155'36'09 'E
13.21'
L600
N4 '29'13 "E
14.30'
L601
N78'40'22 "E
14.91'
L602
N13 '05'53 "E
10.11'
L603
N899 7'33 "E
10.07'
L604
N7 '5 '57 "E
14.01'
L605
N85'28'42"
13.77'
L606
N4417'33 "E
3.88'
L607
N. 790' 3 "E
10.44'
L608
N52.02.10 E
12.72'
L609
N7 '5� 1'27 E
14.48'
L610
7 91'5 E
13,11'
L611
N7917' 4 "E
15.81'
L612
N68'02'31 "E
17.68'
L613
N135'55'34 "E
15.59'
L614
N 997'33 "E
11.90'
L615
N72'11' "E
12.45'
L616
N78'59'16 "E
10.24'
L617
N71'56'19 "E
15.35'
L618
N132'43'39 "E
10.24'
L619
N 13 '58 "E
13,61'
L620
N32' 8'57 "E
19.81'
L621
R141'48'11 'E
14.91'
L622
N 5,VO4'30 "E
_
19.05'
L623
N63'56'47 E
19;2_51,-
L624
N67' 9'28"
___,__
9.86'
L625
N66'05'38 "E
13.95'
L626
N 2'41 "E
18.18'
L627
61'23'43 "E
17.61'
L628
N5395.55 "E
24,91'
L629
N59'32'51 "E
14.76'
L630
N•45'55'45 "E
2.67'
L631
N58'49' 7"
18.06'
L632
N 1'08'07 "E
16.30'
L633
N 44 97'33 "E
16.83'
L634
N 9*0 '15 "E
7,38'
L635
N34'49'49 "E
7,88'
L636
N 5'51' 7"
-
10.24
L637
N44_17'E
.O633" '
L638
N 7758'57 'E
_
4.67'
L639
S7216'21"
_
2,90'
1-640
Nt 3'54'48 'E
21,76'
L641
N17'43'39 "E
5.79'
1-642
N00'42'27 "W
9'
L643
NOO'42'27 "W
7.33'
L644
N46'46'55 "•
14.91'
L645
7595'23"
3.78'
L646
N67' 9'28 "E
.86'
L647
N'77'58'57 'E
4.67'
L648
N3 '01'40 "E
15.24'
L649
N06'25'03 "E
_
'
7.38'
L650
N00'42' 7 "W
_
3.66'
L651
NOO'42' 7 "W
9.16'
L652
NO3' 1'28 "E
11.94'
L653
N'13'58'38 "W
11.40'
L654
N66'3831 "E
1 3_69____,
L655
9'2 '43 "E
27.29-
1-656
N71'40'09 "E
13.09'
L657
NO3'55' 9 "E
6.96'
L658
N4018'10 "E
15.11'
L659
N22'29'28"
13.95'
L660
N '51'
12.28'
L661
N40-28-42-9
9,73'
L662
N4417' 3 "E
7.77'
L663
17'43'39 "E
5.7 '
BOUNDARY LINE TABLE
L664
N52'23'37 "E
13.06'
L665
15'54'10 "W
35.93'
L666
N 1'07'44 "E
22,52'
L667
N39'34'01 "W
26.96'
L668
N04*35'1 3"E
19.50'
L669
N36'48'49 "W
21.17'
L670
N25'20'1 7*
27. '
L671
N40'26'
8.51'
L672
N3 '16'04"
64.57'
L673
N4 '34'2 "W
11,94'
L674
S36'41'11 "W
60.60'
L675
S57 7'39 "W
14.18'
L676
6'12'42 "W
19.02'
L677
N41' 1'39"
6.80'.
L678
0846'42 "W
31.80'
L679
28'3 '48 "E
18.36'
L680
N '27'45"
40.71'
L681
6 ' '39 'W
0.51'
L682
N15' 2' 8 "W
1.94'
L683
N7 '36'11 'W
22,45'
L684
N14'01'08 "W
14,75'
L685
N47 7'21"
10 .62'
L686
N57'02'29"
5 .36'
L687
N39'35'41 "E
64.97'
L688
N37' 3' 8"
5:50'
L689
S4771 '43 "W
54.93'
L690
S§3 I 28*W
94.18'
L691
S56'56'42 "W
7.50'
L692
S66' 9'35 "W
1.76'
L693
N1 '05'50 'W
36.22'
L694
N3 90'19 "W
34.57'
L695
N67'48'25 "W
8.23'
L696
27'53'13 "W
22.74'
L697
N13 0'00 "W
18.43',
L698
'34'46 "W
41.31'
L699
4 4'40 "W
59.32'
L700
N29'0 '38 "E
6.03'
L701
54'5038"
14.49'
L702
S77'27'2 "W
23.78'
L703
N64' 3'07 "W
39.16'
L704
N 5'55 "W
9.84'
L705
6 96'19 "W
15.39'
L706
N2512'24"
13.67'
L707
N52'02'32 "E
26.47'
L708
N78'48'10 "W
49.67'
L709
$89'3358"
8.82'
L710
N67'20'59 "E
28.68'
L711
N79*29'51"E
33, 2'
L712
N10'30'09 "W
18.00'
L713
79'29'51 "W
35.14'
L714
S67 2O'59 'W
-
26.33'
L715
N 6'0 '31 "W
3 2.9 '
L716
N65-32.08 -W
12.88'
L717
N43'06'22 "W
3,55'
L718
N7444'11 "W
16.94
L719
N1 4'27'08 "W
7.20'
L720
N11-15-51-E
13.74'
L721
N21'32'06 "W
50,21'
L722
N0439'28 "E
42,69'_
L723
S89'28'31 "E
41,04'
L724
N87'38'40 "E
93.99'
L725
N81- 34'20 "E
20.54'
L726
N80'1 4'00 "E
69.82'
L727
N78'02'41 "E
77,65'
L728
N74'26'57 "E
76.44'
L729
N7011'04 "E
70,56'
L730
N66'03'50 "E
60,70'
L731
N62'05'18 "E
76.24'
L732
N57'09'11 "E
76.91'
L733
N5318'14 "E
73.60'
L734
S21'26'33 "E
58.60'
L735
S1 2'56'33 "E
42.02'
L736
S1 2'56'33 "E
40,98'
L737
S07'06'33 "E
86.70'
L738
S19'06'33 "E
36.40'
L739
S51 *06'33'E
94,80'
L740
S73'06'27 "W
73.10'
L741
N64'30'33 "W
66.40'
L742
S05'20'33 "E
86.80'
L743
858'55'27 "W
97.50'
Z O
04
cI- -
0 Z
Bridgeview Lane
±1.2' gravel / dirt road
(access to cemetery)-
JUDY BARKER ODUM
& HUSBAND,
JOEL C. ODUM
D.B. 859, P. 559
LUCILLE B. TYNDALL
li.B. 817, P. 693
BILLY J. HAMMOND
AND WIFE,
SUSAN S. HAMMOND
D.B. 848, P. 426
BILLY J. HAMMOND
AND WIFE;
SUSAN S. HAMMOND
D.B. 859, P. 135
Stella Road.
N.C.S.R.1100
60' R/W
N05'56'16 "E
142,00' Wetherington. Landing Load
/
N C S R 1101- 60'R /W
N51 "54'29 "I:-'-� -_
N 51 '46'20 "E 129.10
121x[5' 'd
EASEMENT FOR d d -'-- -- NO3'15140 "W
PUBLIC ROAD >°' / 36.55°
D.B. 252, P. '171 r,-/' __ S03163.79' „E
SEE M.B. 31, PG. 261
E:PK (OVER
1
N81 '55 42 E ,; d o. .--- -'- DOUBLE RR
ALBERT BATES ' 1057.9$ t0 intersectiorl
' ,X ' ✓ 66 °19'29 "E CUt_VERT)
160.43
D.B. 1035, _.. with N.C.S.R. 1100 Stella Rd. /'� �✓-
P. 171 per M.B, 31, Pg. 261 '�, �'-' 77.Fz,,-
L734
N84 °26'0$ "E ° `� L735
i
99.30'
1-725 -
~ 587'04'05 "E - 924.74' `- _ -_ 77 '.�` N58'23'32 "E�
I
19.94'
RIGHT -OF -WAY `� , 52 N64'43 55 E N
Tract A 12� -' FOR CROSSING "`�, E 52� -'' \ 1 •f ' /
� tt ,O�" f. " � 1 52.64 f�
��'E. - & RECROSSING = $28 /. N5$ 4 '49')E Wooded/L_,-
_ r
_ r 588'12'38 "E 82� U,B. 252, P. 171 i y .. �l6 9 Area I
K? 139.00' ��' .�' 841 /
Lo
Molly n. -- el`e to d f / / / '` ~ I 1 (, a
y e�L1 to
UJ -_'` --- � -, rle•1 �- �- '' '' f CC�C`ea�'��`� �le Acapl2y' tilt i p' 11 / Road Dire
d T11
cal
/' • I '
CEMETERY �r
LOT za 1-121 /'' R� �1 ^,✓Aa
/d �1
�-,` f-
N68'26'29 "E -
31.73'
White Oak River
ca A,`
N68'26'40 ' E
68.23 / y1' se
5 neared i /
a
i/ N6 )?fopoetl Poch Area ( Nom\ ;
Uplands ( to W Tract B /\
Total Area f T
'1'� Gales Creek
y
138,71± Acres /
404 0 , 0 Per D,B, 252, Pg. 1.71
N `Over w j \ Wetlands 01 Coastal 1 �y'1 4a�` 'f' D.B. 961 Pg,. 60
Line 0 r''� Wetlands r °'°
'3
sea Ede
Oqj f ( e Proposed r' C Wetland �p U Taylor Creek
Wetlands Earthen Path
I ' to Wetlands C Per D,B. 226, Pg. 272
Marsh \' 1 1
Proposed `4 Q ��
Pier A
\ / \j � ','� � ` - • • ' 1 � � �� X33'`'" -b �,i ��
Uplands
- 7,_\ 1. t c NOW OR FORMERLY
FIRST &LAST CHILD, L.L.C.
/ \ ( `, : \ ( I , •`° '\ D.B. 961, P, 60
�
r° Uplands•, � ), (�` ��C)
Br Lo
/jam l l f l �'�,- \ 0
a a l //
GRAPHIC SCALE _`° � i/
Marsh
\ Areas
200 0 100 200 0 800
White Oak River Q' �r�, X30•
( IN FEET) ` fj' r / �\ r� ^� Q 325.00
i inch = 200 .t
�,0 " •-''° `- L�40 `_' X50 < �. � � � �� .- 1..:`(" 1'�/ / // oA�o c /// //� ' N6��8 � ^� ✓'.. \ �� �`p� "��,
yy�x `3 L 9 Marsh
I C�n , 1-4.- 1570 �- Area , . �--� �ocz S�; c °// // % / j` -i •' �� �° ^y�
Nv
N cn 1 psi'' / / c° 7'r
tl , r
�a0 / /
J �\ L.179
`'�® gQ/ Proposed
P' B
Ll
Marsh
1 Area
1�
� ----L2ZQ f �
General Notes
• This plan document for NCDENR -DCM CAMA Permitting Purposes ONLY
• Riparian limits, NHWL (NLW), wetlands, et cetera, subject to NCDENR -DCM
Concurrence.
• Owner & Contractor responsible to ensure project & all elements thereof: are consistent
with owner's intended uses.
• Owner & contractor responsible for project compliance with all applicable,, Building,
Accessibility & other Codes, Regulations and Standards including setba Mks, built upon
area, et cetera.
• All dimensions, locations, utilities, et cetera to be carefully verified by owj ter and
contractor prior to structural or other further design &/or construction.
• Contractor responsibility to inspect site and identify field conditions and related project
cost implications thereof.
rGrImUng Q31,01
NOT FOR CONSTRUCTION
White Oak River
L1 2V 7
� t
White Oak River # o
Shore / 2 8 2012 I
Line
1�HNR -
��� A R
�0 Q ftnCh
Q �
Tn AAave,ill°a R �M
Q
n.
OAK WETHERINGTON
LANDING RIVER -• r
., /,/ _
r�� -
LANE
I
WH TE OAK 1111111111'
•
WHITE OAK
RIVER
To Gape Carteret
& Intersection With
HWY 24
�O
's
'0
GG�
9Q
CAMP LEJEUNE / CHERRY POINT
RAILROAD
.e
e..
"e
LAMA Process Planning
and Permit Facilitation by,
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
C"ennprehensive Land 0e Planning rr� n:d 7aeveMprnenf Assisla� n e
P.O. Box 827 Office 252,354.4916
Moirehead. City, NC: 28557 Fax [phone]
S 14
-uryev
Provided by:
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Boa 976 - 28541 -0976
306 New Bridge Street, - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
Firm License Number: F -0108
FIELD BOOK: Trent #1, Pages 26 -27
VICINITY SKETCH DISK NAME: ACAD 2054
FILENAME: stella bridge pier topo.dwg AWG
NOT TO SCALE JOB NO.: S060815 -4219
Rev. 10/08/09 BLD - Added Additional Coastal Wetlands
REVISIONS
1/25/2012 Per CPSI
2/6/12 Rip, Boundary
per CPSI % DCM
Legend:
LLJ
R/W - Right -of -way
ri
ISF -- Iron Stake Found
Hairix�
-' Centerline
$�apin8
NHWL - Normal High Water Line
• , .
----
- - - 404 Wetlands
;,
- --
-- - - Coastal Wetlands
M.B, - Map Book
Pg. Page
C.
D,B. - Deed Book
Notes:
0
don
1. Boundary data per survey by Charles F. Riggs
and Associates, Inc., Per M.B. 31,
Pg. 261
dated June 4, 2007 and adjusted
to NAD '83 2007 Adjustment.
2. * *This Part of NHWL was located
By Parker
and Associates 2 - -3 -09 and 7- 16
-09.
3. Dashed lines for edge of river, Gales /Taylor
Creek, Canals taken from M.B. 31, Pg. 261 and
aerial photography.
REVISIONS
1/25/2012 Per CPSI
2/6/12 Rip, Boundary
per CPSI % DCM
d
rte.
1
Q.1
LLJ
ri
C1
�1•
0
~1�
Z
a
0
> a� o c>
QJ Q3
I
as
o
C.
to
a
0
don
0
CZ a
v
C iC
0) C)
•
LIJ
0
N u?
n1-',°
V/
CV
03" (
Z o
•
in
� r
m
1-j
W
W
z
ra
z r
41
E
U
N
0
0 E
0
Ca
W
U>
C
Lt
W
1`3 z
O
7R.
M CL
U
d
rte.
1
Q.1
DATE: 61/15/10
PROJECT: 07 -072
DRAWN BY: JF
SHEET: 1 Of 4
ri
�1•
0
~1�
Z
a
0
> a� o c>
h�v�
"'
I
as
o
C.
to
a
0
don
0
CZ a
v
DATE: 61/15/10
PROJECT: 07 -072
DRAWN BY: JF
SHEET: 1 Of 4

9' x1 2'
Gazebo
w/ 16"
over -hang
12' �
LLL
16' Typ---�
0
C
10
Fish
Cleaning
Station
IK
Pier Construction w/ P.T. Lumber, HDG or Better
Fasteners & Appropriate For Use & Location
All construction subject to structural design, selected
manufacturer specifications & applicable Building
Codes & Standards.
Fish
Cleaning
Station
-4--15' Typ {Gross
3 Typ
6' Typ
— Boat
Lifts (Typ)
O
slip
Number
Observation
Platform
Proposed Pier Plan view
Derails Typ A 8c B.
1 " = 2 0'
.S
Canal
Beneath Pier Provide
Min 5' Clear Height
® from NHWL for Min 6'
Span over Deepest
CU 06 Section
_C M
Coastal J
a�
Wetlands 3
Co �—
U) Z z
_ Elevated
Walkway
Coastal 404
Wetlands Wetlands (Upland)
0 1 1
r a
*
Cii9QE:)
Stringer
Girder
Cross Bracing
0 =NLW
Pier B Section (continued from Sheet 3)
Scale 1 " = 20'
Finger Pier
-. -5 /_
BOAT LIFTS TYP SECTION
NTS ~T
Boat Lift
B6'(+/–
Boat Lift
1 -..:J_ t'9_I__
1-3r
Pier Construction w/ P.T. Lumber, HDG or
Better Fasteners & Appropriate For Use &
Location
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & Standards..
12:5' ------- --...I
Lr)
(U
Typ Layout for
7,000# - 13,000# Capacity
4- Piling Boat Lifts
1 t� = 5,
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & Standards.
REVISIONS
1/25/2012 Per CPSI
to
nab
�'ti#Qak4i:% 'a
C,sd���Fs ¢�•di
Lu
0-
�Q
o
-
��o
W0
v W ._ 0
�>'ID Col
U1
00
0)
W
pY'ti ci
'J
•C
CP
Y
ca
�y n
u
C
°<J
co 8
.�
W
LO O
Co
Cn
C LL
C14 L6
N
�
_:
U M
cn
un
L C
�.
N
C 0
o
W X
U
ca< LL
W
Z
ru
C d
V
0) Uj
a
.d
C
Q F
0 Cq
(� r
U �
C
M
W
W
{�
W
4
`
4r' 0
�
CO0-
to
nab
�'ti#Qak4i:% 'a
C,sd���Fs ¢�•di
DATE: 6 /15/10
PROJECT: 07 -072
DRAWN BY: JF
SHEET: 4 of 4
�y
o
-
��o
W0
v W ._ 0
�>'ID Col
U1
00
0)
W
pY'ti ci
'J
Y
ca
�y n
u
°<J
DATE: 6 /15/10
PROJECT: 07 -072
DRAWN BY: JF
SHEET: 4 of 4