SW8050516_Approved Plans_20160308

200' 100' 0 200' 400' 600'
SCALE: 1" = 200'
a ��
'G
TYPICAL VEGETATIVE AREA PROFILE
MINIMUM RADIUS FROM CURB OUTLET OF 100' WITH MAX 20:1 SIDE SLOPES
VEGETATE WITH BERMUDA GRASS.
CURB OUTLET OR CURB END
�-� 100' RADIUS
1
F0 �P�\ /. ---
/
1 ,
• �w` j / �g �4 1 \
/ 1
0.OP d°g lip 1 1 \
♦ /f 1 \
01,01 ,fig °• �; I \\ I \ 1
` g ---- \ \ SIKESEEK/
1
/ � ..� i � y • I s9m' / 1 i / /
/ `�/`� I P t✓ s g / `\ / `\ j /
'00
.01
• SI� +3 i { ©,� _ 1 -.�' Y g s g s %� , - �/ / \\ / \ I\ �a /_- O
.01
^e ♦ / / 1
CJ'`Ot ,fig Pp!\ �\ :` / `'• a° � //, / \' \ \\ ,fig / �g f
77
f.. \ /
i
1 ' 1 i—! `` ' / \ 1 \\ \`\ I ` ,A�•g ,fig �'4
lal A\ 1 /'' ``\ 1 I 1 / y,s S•g /
PLO �' g \ 4i .>m / .dyg6\ .. \ `\. f \-' 1 \\ 1 /' `\i l , ,A° tea• 1
oil
op
al
wp
• / t\l %
g ,s"
09'' � g .9' � �g �g a ' k �' "� / \ �O _ I � � �- 1\ °• ,ems � '
� .s OS. •\ E� w\ ,.''erg ,
(\//�J{— /- M •yg �' �' po-,,s ��.. �a � , fY��'. � � \ � ' tom. /
,g Y.'1•'4 ,V•g / I '4 g '� / i •J fj' (i1'-aE I a� g I
�g ,•9'' �\P�O <. 9_ / �-- -- � 'yg �4 ,�4 t#'� \ 1 ��C -,; /. \d Sf, e�P�P`_ 1 �,4 ,?1° 1
During the establishment period, check grass after every rainfall. After grass is established, periodically
check the vegetative area; check it after every heavy rainfall event. Immediately make repairs. It is
particularly important to check the entrance and all slopes for bank stability and evidence of piping or
scour holes. Remove all significant sediment accumulations to mimimize nuisance water accumulation.
Keep the grass in a healthy, vigorous condition at all times, since it is the primary erosion protection.
►poll?,:
TYPICAL GRASS—SWALE PLAN
SCALE : i" = 1'
,04
Jg ./ _c \ Ty4 \ /\/ °�.n. 1 �\ / � (Pxg `\ / \ry�fZ.V / • •4 •�\�.. \ �./ V'• �1
Igo
low
9
I
p
W
_
=
O
U
6
X-
a_
Q
W
LO
Q
p
ri
Li
V /
W
Q
V
z
w
o
�
Q
O
C /
O
0
Li
w
�wV
Q
Z
0
th
J
LLJ
OLL-
p
'Z1,W
v
Q
Z
p
W
p
J
Q
p
Z
11.
1J-
�
�
Z
-��
�J
M
0 0—
L>_J
00
N Lo
000
C>✓ 0 O
0 z rn
N
•
,LLJ
Z N
_ C\I
LLJ LC)
O m N
�•
O
•
L1J
1
1
Z
/\h\ \\, / \\ \\ ! / ,�'g4 \�\4 •�'4 ,g ,f4-� , \ /y' �, --- -----_ /
/& i--___--- /
+fig W
�•'S'�.\ /// ,.{M;/rs. .<. g / s4 e9" 1tf', XG" `\ j I �.`�/ ,�„g t..—. , / •- I /
.gig �% • ,� / \ 05 i 5- � �, ,-/- /� •�� ��,%��' f �,_% � --% � % Q+ Ai
00
g Od �
°• •\ � I � / g ,�� O
O C T
co
r , �J
Cj�
4
4_j W
CU 4-3
Co
�\ J
TYPICAL GRASS-SWALE CROSS-SECTION \ '° \ . \ / / (!) o -�
\ ,n•' ��'
MINIMUM LENGTH OF 100' WITH 5:1 SIDE SLOPES \ mg Mg \�, 1 ',�' g �; ' zP`;�'P /' ,1 ( jl to
VEGETATE SWALES WITH BERMUDA GRASS
lip U)
0, J/1 / O
Q
00
°y PROJEC N0: 1895
- �----- ,�' - DATE: A RIL 27 2005
SCALE :" = t' y� DESIGN Y: CH
ORZ
�,% f • ^� %' (�O ; ' DRAWN Y: WIN
Remove all trees, brush, stumps and other objectionable material from the foundation area and dispose 6 V�
of properly. Excavate the swale and shape it to neat lines and dimensions shown on the plans plus a �;, "' CHECKS BY: CH ,' O , ' , ' ,
0.2' over cut around the Swale perimeter to allow for bulking during seedbed preparations and sod f'y'' /� ; ' ; ' APPROVED BY:
buildup. Remove and properly dispose of all excess soil so that surface water may enter the swale freely. '
0Gti
� !` SCALE: 1 " = 200
During the establishment period, check grass lined swales after every rainfall. After grass is established, _ \�`\ \�`\ ' / ' /
o � � periodically check the swale; check it after every heavy rainfall event. Immediately make repairs. It is 9�i _--' `\\\ /' ` ��j;._�----"` DRAWING NO.: 004
particularly important to check the swale outlet and all road crossings for bank stability and evidence of —_, \� `� SHEET 1 OF 1
piping or scour holes. Remove all significant sediment accumulations to maintain the designed carrying
capacity. Keep the grass in a healthy, vigorous condition at all times, since it is the primary erosion
protection for the swale. 115
V ` `„' ; '
., I
Le
POW--,_

West to
Intersection w/
Hwy. 58 0 Cape
Carteret NC Hwy. 24
�- Cam e
v
Red Barn n0` St
Road wick Ln
Co/%to
n SQ' Cannonsgate
o� Cannonsgate Dr.
o�
Greenhill
/ Place
Back St. SITE--Z
Vicinity Map (NTS)
General Notes
• This plan document for NCOE'NR-DCM CAMA
Permitting Purposes ONL Y
• Other design and permitting, including, but not limited
to, architectural and structural to be provided by
others
• Owner & Contractor responsible to ensure that
drainage related &/or other unintended adverse
impacts to adjacent properties do not result from the
project construction.
• Owner & Contractor responsible to ensure project &
aN elements thereof are consistent with owner's
intended uses.
• Owner & contractor responsible for project compliance
with all applicable Building, Safety, Accessibility &
other Codes, Regulations and Standards, including
setbacks, built upon area, at cetera.
• All dimensions, locations, utilities, at cetera to be
carefully verified by owner 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.
+r. 0
6" OAK
+^' Proposed
Retaining Wall
Total Length N 260'
+,
++, +: +.
+ i
10'
t i+ fi+�'
} + 1
1
r
+}
+ r H."
++
Proposed
1.5ft Roof
+
Dwe/lin9
+
Overhang++
+i
{Y +
(TYP)
lmparviousi
` +
++ +
+ + ♦+ + `
i'
}
+
}
+
10'41
r
}+
•+,.
i
;
+
{
+
++
+
14,
++ �2 , =
50 0'
_4
+ + +
+
-
+* +A
_ Proposed +
'*
+ Driveway
+ ar & Turn sty +
+ + Aroundb'
t—2,.379sf
+�
a
. }
t�
+a
3+
19'
+ +
+ R30'
EOP
4. +
(RIW) e
— — — — J.
/ N.I.P.
/
Survey & Base Map Provided By:
Bell & Phillips Surveying, PLLC
604E CEDAR POINT BLVD. CEDAR POINT, N. C.
28584 TEL�E'PHONE: [phone]
EMAIL: a�5ellsurveying®tcp2.com
N.C. GRID PER
LOT WITHIN 575' CRW ZONE \ MB, 190, PG 780-T90
NOTE., LOCATION OF* NORMAL HIGH WATER �
AND COASTAL WERAND LINES AS APPROVED
BY DCM ON 01127/10.
COASTAL WETLAND LINES)
REVISED: 01128110 (ADD NORMAL HIGH WATER & N,
REVISED: 0810,3170 (ADD NEW WETLANDS LINE)
NOTES: SETBACKS SHOWN PER
M.B. 30, PG. 780-790
BUILDING AREA IN �-LOOD ZONE VE (10.0)
PER FIRM: 370043 6305 J
DATED: 07-16-03
THERE IS A 10' UT111TY EASEMENT ALONG
THE FRONT OF ALL LOTS.
THE R/W OF ALL STREETS ARE DEDICATED
AS UTILITY EASEMErbTS.
PER M.B. 30, PG. ; `80- 790 j
I
REFERENCE. -
LOT 437, PHASE ONE
"CANNONSGATE AT EOGUE SOUND" T
:
CARTERET COUNTY PEGISTRY
M.B. 30, PG. 780-790
541 sf (0.012 AC)
Wetland Fill Area
—I 10'
0
15.5sf (0.00035 AC)
Wetland Fill Area
Legend
Proposed Cut Area
+
i
Proposed Fill Area +
DIMENSION PLAN
1 "=20'
�436�
FIRST TROY SPE, LLC
DB: 1404
PG: 262
0.291 AC
1.5ft Roof
Overhang .
(TYP)
c
7 �W
N 83'52'42) 6.
40.00'
GREENHILL PLA CEOw.t s a
(4 0 ' PRIVATE R/W) 6
LRIW�-------- 6.3
NIP
PA
S 2�0
o-
e + 5.7
-I- 6.0
N 06'09' 11 V
1 7.75'
Development Process Planning and Permitting by:
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box $27 Office 252.354.4916
Morehead City, NC 28557 Fax [phone]
ZONE AE•(9.0 )
3.6
Located 8-3-1Q
Proposed Driveway
& Turn Around
Final Structural
Design by
Others
Proposed Dwelling
Proposed 8'"x8"
P. T. Piles,
Breaka way
WaII as
required
010-- --
5
0
Embedded 8 "x8
P. T. Piles
Section A —A
1 " = 10'
�435'
ter/
SUNTRUST BANK
OB: 1345
PG: 142
0.482 AC
Proposed Dwelling
Proposed 8'X8"
P. T. Piles
I� II li II
II II II II
Existing Proposed
Grade
Grade (Dwelling)
Section B -B
1 " = 10'
E.LP.
20
II II II
II II II
Embedded 8"x8'
P. T. Piles
II \ II
11 \ II
E"�istin g
Glade
LEGEND
N1
Coastal Wetland
404 Wetland
Existing Contour
Proposed Contour
2,9.E Existing Spot Elevation
-j] Proposed Spot Elevation
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch 20 ft~
Proposed
4 "
cone-ete
slab at
driveway
and
beneath
dwelling
REECEf V Ef)
JUL0 2 lI'r"��
Proposed 4 "
concrete slab at
driveway and
beneath dwelling
Proposed o b
C Grade I )
m' (3 N
s
iIIL1I.A. +a. CL
Proposed
•L
Retaining Wall
a)
Proposed Cut Area
W
Proposed Fill Area
4-J
C =
�++ -++
V)
L
U
W
R/W - Right -of -Way
C/L - Centerline
eop - Edge of Pavement
WM - Watermain
ISS - Iron Stake Set
ISF - Iron Stake Found
IPF - Iron Pipe Found
OPP - Power Pole
-p - Light Pole
❑eb - "ectric Box
- Water Meter
® - Water Valve
437 - Lot Number
M.B.L. - MINIMUM BUILDING LINE
C. 0. - CLEAN OUT
E. I. P. - EXISTING IRON PIPE
N. I. P. - NEW IRON PIPE
Proposed Wetland Fill Area
W.
W2 Wetland Impact Area
� s (30,
3354 + 2 3791
5733s-F
l"C e)Inzi41* 13z S�
Breakaway Proposed Existing
Wall Grade Grade
(Drive way)
Proposed Cut Area
Proposed Fill Area , 4-
REVISIONS
2 PER CAMA (adjoins
fill acreage and section
w
a
Q)
C
.5 3
C -C
w�
v
Q1
U-
N M
= C�
U
Ln C
z a�
° X
U ^
.o U_
L
� r
v LU
o
E a-
o
C -
= Cn
zz o
� �
a
w
w
nz
c
No
a
MY
U
`/V
�
r4�
z
V J
0
V
O
G
F—
�
W
�
U
C
++
W
Cy-
r
�
U
♦
L. L
° (n
`O
o
U
v c
o
cCL
-
a_ a_
CL
°o
.rCv
o
U
<
�\
~
UCn
DA E: 2/14/2012
PROJECT: 09-037
DRAINN BY: JF
SH ET: /1

-.'•
�_ i -
CERTIFICATE OF OWNERSHIP
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY
DESCRIBED HEREON, WHICH PROPERTY IS LOCATED WITHIN THE SUBDIVISION REGULATION
JURISDICTION OF CARTERET COUNTY, THAT I (WE) HEREBY FREELY ADOPT THIS PLAN OF
SUBDIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON THIS PLAT AS
STREETS, ALLEYS, WALKS, PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE
SPECIFICALLY INDICATED AS PRIVATE, AND THAT I (WE) WILL MAINTAIN ALL SUCH AREAS
UNTIL THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUBLIC
AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS DEDICATED FOR A PUBLIC USE
SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW
WHEN SUCH OTHER USE IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF
CARTERET COUNTY IN THE PUBLIC INTEREST.
/'S •,q• /I 0R7// D.=r/�G4�i' eW7'[ice.
7-• /- Ll
OWNER &)',' ��...� /�
�c��oty ,L
DATE \7 ;.
GY', C G� -- ,,j
.. • �O�
OYMER
DATE ..10,
t�
ast
'r- / - OS t `�, � BL,
,
(NOTARIZED Ct.OrwrX.t,a.¢ ,j 4,1 5I�1
ATE G '••••.
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
I HEREBY CERTIFY THAT THE PLANNING COMMISSION OF CARTERET COUNTY APPROVED
ON T}1E DAY OF 20- THE PRELIMINARY PLAN OF
SUBDIVISION AS SHOWN ON THIS PLAT. PRELIMINARY APPROVAL IS VAUD FOR A PERIOD
OF 12 MONS FROM THE ABOVE DATE OR AS ESTABLISHED UNDER THE VESTED'RIGHTS
PROCEDURE , IF APPUPABLE.
I/ 4 5
N G COMMI ON CHAIR DATE
'� 19 ` a s-
Tr
COUNTY COMMISSION CHAN2 DATE
CERTIFICATE OF FINAL APPROVAL
I HEREBY CERTIFY THAT THE SUBDIVISION DEPICTED HEREON HAS BEEN GRANTED FINAL
APPROVAL PURSUANT TO THE SUBDIVISION REGULATIONS OF CARTERET COUNTY
SUBJECT TO ITS BEING RECORDED tN THE OFFICE OF REGSTERED OF DEEDS
WITHIN 6
MONTHS OF THE DATE BELOW. I FURTHER CERTIFY THAT STREETS, UTIU11ES AND OTHER
IMPROVEMENTS WILL BE INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO
SPECIFICATIONS OF CARTERET COUNTY IN THE SUBDIVISION DEPICTED HEREON OR THAT
A PPPJrRE� MANC BOND OR OTHER SUFFICIENT SURETY IN THE AMOUNT OF
$ 'HAaSS BEEE�Nj P�O_STTEEdD WITH CARTERET +CCO.UsNTYJTO ASSURE COMPLETION
I PLANW3 tiltAfR e;rec11,,. DATE
CERTIFICATE OF SURVEY AND ACCURACY
I, JAQ P, HUDDLE , CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
IN BOOK = , PAGE ,I , ETC.) (OTHER); THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK = , PAGE
4 ; THA r 'n0 OF PRECISION AS CALCULATED IS 1:1= THAT THE PLAT WAS
PREP ACE WITH NCGS 47-30 AS AMENDED. WITNESS MY ORIGINAL
SIgCC��`i[fl I�{��fPi��YjdUMBER AND SEAL THIS .-O DAY OF ,till..Y ,AD., 2wp,
`` Q , • FESS/C •.V •
r- 4
SEAL " r
2 A
C •• RVEI'OR
h
DIVISION OF HIGHWAYS DISTRICT ENGINEER CERTIFICATE
I HEREBY
CERTIFY THAT THE STR
EETS AS DEP
ICTED HEREON
ARE NOT ONSI
STENT
AR ENT OR
TATim
TH AR UNA DEP TM ��Ft4
WI�THj THE REQUIREMENTS a' THE NOR C O _
rI-�--� �
DATE
DISIRICi ENGINEER
TATEMENT
PRIVATE S
TREETS DISCLOSURE S
P TS THAT
THE F
OLLOWING
STATEMENT SHALL
BE PLACED ON Ali S
UBDIVISION LA
U E PRIVATE TREETS
INCL D S
LAT S "PRIVATE"
SHALL BE
'THE
MAINTENANCE
OF STREETS DESIGNA
TED ON THIS P A
RESPONSIBlU1Y O
F PROPERTY OWNERS
WITHIN THIS
DEVELOPMENT
HAVING ACCESS
THE
TO SUCH ROADS. PRIVATE STREETS AS SHOWN HEREON WILL NOT BE INCLUDED, FOR
MAINTENANCE PURPOSES, IN THE NORTH CAROLINA HIGHWAY SYSTEM. NEITHER
CARTERET COUNTY NOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION WILL
MAINTAIN A PRIVATE STREET.'
R OMPANY
k AT FOR WATE C
U
TILITIES CERT FIC E
ND 'WATER LINES
A ONSGATE A
T BOGUE SOU iN111 BE
! HEREBY CER
TiFY THAT THE C NN
ND P CIRCATIONS AS AP
PROVED BY
INSTALLED IN ACCORDANCE WITH THE PLANS A S E
THE DEPARTMENT OF ENVIRONMENT HEALTH AND NATURAL RESOURCES PUBLIC WATER
SUPPLY SECTION.
la d a5
SIGNATURE OF AGENT DATE.
UT€LITIES CERTIFICATE FOR ELECTRICAL COMPANY
I HEREBY CERTIFY THAT THE �4f- 6'rf- / C-� IMPROVEMENTS WILL BE
INSTALLED IN AN ACCEPTABLE MANNEER AND IN ACCORDANCE WITH THE REQUIREMENTS
OF THE SUBDIVISION REGULATIONS OF CARTERET COUNTY OR THAT A PERFORMANCE
BAND OR OTHER SUFFICIENT SURETY HAS BEEN PROVIDED TO ASSURE COMPLETION OF
THE REQUIRED IMPROVEMENTS.
„l �", r
' r�.:.-.
ATURE OF AUTHIIRIZED AGENT DATE / /
CERTIFICATE OF PURPOSE OF PLAT
THE FINAL PLAT SHALL CONTAIN THE FOLLOWING STATEMENTS, SIGNED AND SEALED BY
THE PLAT PREPARER:
CARiTERET COUNTYAAND THAT�THE O N HAS AN ORD NANCERTHAT REGULA•�,3`� L
PARCELS OF LAND." 0,
v
�',,..rrr..
aS/
SIGNm:
�a�(j{
SyRYEYOR
" -
S4Efi
y
= O �- i
6 ca a5
®' <0
DATE
--3 -
l 9,i,.
\ 1
\
\ O ? I
,4 N 1 .
HVMP LLC I r �� •, - m - +
P.I.N. 6305.02-96-1604
// /
.• \ \ \ \ ( SSG s / . ,� .. . � � f. .. .
. ' b
L;NE TABLE
LINE
LENGTH
BEARING
L1
15,00
N24'28'24"W
L2
64.44
N21'15'39"W
L3
55.00
N41'01'25"E
L4
53.00
- NO5'O6'25'E
L5
53.00
N12"29'07"W
[Kb (LKflrl= IMA.i IMIa t,UrT ur Inla r6 i MwuRA,G uar,a me uvu,.un,"
OF THE JURISDICTION OF SECTION 404 OG THE CLEAN WATER ACT PURSUANT TO THE SURVEY NOTES: � \ �' �\� /� �$ ' �/ �'$.1 $.,
1987 CORPS OF ENGNEERS WETLANDS DEUNEATON MANUAL AS DETERMINED BY THE 1. SURVEY WAS PERFORMED ON THE FOLLOWING DATES MAY 10, 1985, MARCH 5, 1986 " / \_ // '4 / . � y �$ \ \
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR AND MARCH 1; 1985. / \ �/ _ \ $ \ - v t $ b
PUBLISHED REGULATIONS, THIS DETERMINATION C= SECTION 404 JURISDICTION MAY BE / \
2. NtNtTH ARROW IS TIED TO NC GRID NORTH. 1 \ $B \ S N
RE ED UPON Fat A PERIOD OF FlVE YEARS FR{M THE D %7 3. REFERENCE: D.B. 820, PG. 354; NCDOT PROJECT BOOK, PG. 281-283; AN / / t `` 1 , '92
i"S UNRECORDED PLAT BY POWELL SURVEYING COMPANY ENTITLED SURVEY FOR STEVE / `
i STROUD, DATED MAY 10, 1985; AN UNRECORDED PLAT BY POWELL SURVEYING' S, r `` a
`SIGNED COPY MICKEY SUGG 2-14- 05 ON , ILE WITH 2-14-05 COMPANY ENTITLED SURVEY FOR SIEVE STROUD, DATEQ MARCH 1, 1985; AN -_ a `' _ -� ` , � / • ' _ \ \ Q�1p
_CARTERET COUNTY PLANNING._ ------ UNRECORDED PLAT BY J.P. MCLEAN ENGINEERING ASSOCIATES ENTITLED PROPERTY \ I z \ $ ' - T
SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICIAL DATE OF SIGNATURE SURVEY FOR E. STEPHEN STROUD, DATED MARCH 5, 1986. � 1\ ( �/ � tp
- 4. TAX P.I.N.: 6305.02-55-4628, 6305.04-84--1254, 6305.02-65-1855. / I:. + " 7.
,�•- V I �' �► a os y
STATEMENT REGARDING RESUBDIVISIONOF LOTS OPd._ PRIVATE LANE 5. FLOOD ZONES ON PROPERTY ARE ZONE X, AE(EL8), AE(EL9), VE(EL10), PER F.I.R.M: - \ � $ ;" :. ' ' \� I
3720630500J, DATED JULY 16, 2003. \/
THE FOLLOWING STATEMENT SHALL BE PLACED GN ALL SUBDIVISION PLATS THAT 6. THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND RIGHTS OF WAY / \ \ T b \ d 14ca -E g* -b _ . � ';
INCLUDE PRIVATE LANES: OF RECORD PRIOR TO THE DATE OF THIS PLAT. \ / ` .-- � t' /� \ . 1 w �/ t - b' ':: y
'NO MORE THAN TEN(10) LOTS. INCLUDING THE^RESIBDIVISION OF THE LOTS SERVED BY 7. THIS MAP REFLECTS NEW RIGHT OF WAY SHOWN ON NCDOT PROJECT BOOK, PG, \ / / \
THE PRIVATE LANE. SHALL BE PERMITTED UNLE�� 111E PRIVATE LANE t5 UPGRADED BY 281-283 AND LOCATED NEAR THE NORTH WEST CORNER OF THIS TRACT. THIS ` / �/ %� p, \ '� / . -`
PROJECT ALSO INDICATES AN EASEMENT FOR DRAINAGE NEAR THE NORTHEAST d / iq /Y `�
THE PROPERTY OWNER(S) TO A PRIVATE STREET OR PUBLIC STREET THAT MEETS OR \ \ y9 / , �- -4 / •$ b ::.=/
CORNER OF THIS TRACT. THE TAIL DITCH EXISTS eUT THE EASEMENT AS SHOWN ON
EXCEEDS THE STANDARDS OF CARTERET ONTY OR THE NCDOT, WHICHEVER IS /
APPLICABLE' THE REFERENCE PLAT IS NOT POSSIBLE TD LOCATE \ J r\ - / �. \ - \� / $ ' \`
8. BOUNDARY SURVEY INFORMATION IS TAKEN FROM THE BOUNDARY SURVEY DONE BY \ L ! - / / / $ b _ % ;{�� ./ / . \
-- "PRESTIGE LAND SURVEYING P. A. 501 W. B. MCLEAN BLVD. CAPE `` ` , ( .,, / J . / i I -\ l- .\ � i' s /
CARTERET-SWANSBORO, N.C. 28584 [phone] _ .^ b _.
9. ADJOINER INFORMATION FOR THE WEST SIDE OF PROPERTY STARTING AT N.C. 24 IS \
/ ?�/
AS FOLLOWS: RALPH C. RUSSELL P.I.N. 6305.01-36-8160, DEBORAH H. SWAIN P.I.N. \ I / / / / •\ 4 A b $`b \ ` b/ / \ N
6305.01-35-8951. DAVID J. LEONARD P.I.N. 6305.01-35-9883, RiCHARD P. BAYUSS /I / � \ � / � / yd� ! 4 /j-• f //�b $+ � � � � �b � / . / �\ Y'r
10. EXiSTINGSiRONS A96ALL CORNERS UNLESS OTHERWISE NOTED. NO CORNERS WERE /� \ / (/ / �/ b $$ �' ` \r / 4t, \�
SET OR FOUND IN CREEKS OR BRANCHES. / a \
\- / / ebh �a / b �\
I / .
�; .
\ / . /
i p4 \
/ ....-• , i 1 / , F / b • . , b / \\
I� �� ► y:: ,b 4'' �Rb / 5'/
/1 Sue Bullard �,,,s 1V W. ' -� -� .
! b Pond / �\ \\
P.I.N. 6305.t?2-76-3489 I ,fir ���� _..� ' / \\'\
/' " / r- / _ � $�` I o � I i \ b - \
z
/ iY$ U $ b �, / F /
PROJECT STA. STICS
TOWNSHIP
WHITE OAK
ZONING'
FLEXIBLE R.R. P.U.D.
TAX PARCELS fS
6305.02-56-7280
6305.02-55-4628
6305.04-84-1254
OWNER
ERIC S. STROUD
P.O. BOX 1550
RALEIGi, NC 27602
[phone]
DEVELOPER
R. A. NORTH DEVELOPMENT, INC.
i
110 MATTHEWS STATION ST.
SUITE 2D
MATTHEWS. NC 28105
TOTAL PROJECT ACREAGE
287.35 ACRES
ALLOWED HOUSING DENSITY
[phone]
2.9 UNITS/ACRE
ALLOWED UNIT CALC;ILATIONS
TOTAL PROJECT ACREAGE
287.35 ACRES
LESS 10%
28.74 ACRES
LESS AREAS IN COMMERCIAL ZONING
6.40 ACRES
NET ACREAGE
26221 ACRES
x 2,9 UNITS/ACRE
x 2.9 UNITS
TOTAL UNITS ALLOWED
731 UNITS
DEVELOPMENT DATA
PHASE I
TOTAL ACREAGE
170.67 AC
TOTAL HOUSING UNITS
274 UNITS
GROSS DENSITY
1.61 UNITS/ACRE
PHASE II
TOTAL ACREAGE
116.68 AC
t TOTAL HOUSING UNITS
251 UNITS
GROSS DENSITY
2.15 UNITS/ACRE
PHASE I & 11 TOTAL
TOTAL ACREAGE
287.35 AC
TOTAL HOUSING UNiI'S
525 UNITS
GROSS DENSITY
1.83 UNITS/ACRE
PUBLIC OPEN SPACE
0 AC
PRIVATE OPEN SPACE
100.71 AC (35.05%)
LF OF PRIVATE STREET
22,723'
AREA IN R/W
27.74 AC
f \ � ` /.
::
•
!s $ v $$
�.
e `� \ Ott `S
''� �' \
;<: I �, .
'. ,
I
b �b
=o tit" •::: ., ♦ - / ._ t !} -4 /\�\\�fl�rL / 8 /' 474 .� `\ \�1 +
3 -'l`'l `. t.` ` 1
�zr ✓. i }}
'!
v �i .:. y�
\ .� r /. ! . df t /
�� a �'' /
.. ,,n, b �d3 �� M S
p �cd / I /�
-- 1 ::c Y � .:::': �' $t / / \
8
1 r ? b / 1 . . /�.
I 1 I \ b b\,\ y. b 3 I
$ \
V) I t tri Y R Y' ` y y 'a \
.. :•.:Y .. .....: :... -
:` , ' b \ .
p / \
U} J I
:::::: y
w IJ
q I
1
O ! -
d ' J I Ig 4� \\ / \
F
\ O b ' HO GS CT
,, :::::
Q \ •. rP' \ b F Z
! !< _¢_ ` ::::: Qt �r !� •' 4 , Y.. $ �a. b,• b�atF ♦a b 4
�� ::::::::.':::::.:::. I AF f \ \� F
l
i U_ o 4p : f;
[(���� _ p yp �q '"f I 1
''� -��^� C in [ // __ -� . �� 'd} ♦� `4Q b �� _�, Y Z4pp, �' 8
�� \ :�:. / A? / tea'
\ /vs�
r _ 'LID'- l _ \ 4 z .
>g o i
$
i / � yy _
,t - _ a-, it b � i
Ij� ! \y
o {`° - I 4'
b
a
P
.'. / a ::•: _= �41., . ' / ; .: , .... c �,, ✓♦/♦/ �: ^� �sw.i 1 s n ' 1_I - r R z� .\t A#-.: I i '
>s' ! ARSE // \ :: t'� r,. / :::: :::=-..=::':: ::::: .:..:......:::: :: ` . �. A .sue...... ,z s. �. I �`^ _ "
r�,�t- l ... \ `- - ' - :::-• -� / •.::::.::: - i! / J -_ �� c:..W nip-' y �� :y , J-
_i R 1
l it - a , P s /:��c•: °' _:•::::_..., :. •.:(1}•_ / / .p• \ 1 ,k, �-E A. . �..:: _.,�`�: �4 - I F_ j *I' I
,f.. Nq = - .. - - � \, ,� //1 ..• a gE z/P?"? df �l-b,' I t0' I]F.W`1tC
^ w
! m SF i :::. , .. < / , .. \ � L � . i - - IC� o sC07 R/t .r f
.. .. _ .. .. - ' 4 4 b tJ ( r_F r� t
I m = \.. �' / :,Z'_ ::=:::..:/:::::'-::::: $$« 4I; roc- +,
a /c'F I: / t ::.: ::' I
c Y 1--. x l / h .-. 0. S t 4 1
�. O ,, . /' ::::::: I
gJ �� S.oF' ' :.: y ,'` ''T:.:: I BACK STREET ` _ :$ I i
aa L'! ... 1 0.S I
t
k
...........
r, i \ P tir . .
j >'in o d -
0
s_ w I i
^� , y.
ti
{1' 1 w ::. 2 %: . b y m I 1
r�.i �
! b �. i 1\ ,,
is zzW .r:. r f ' r` "\\ 'N _ / \�� � .F / - / tP't4t 1
',�.`: \ \ `c0 / 3 b. : ,'�'; .. .' �`- lu6 / GPM ` w� ! Qi• /[ / �. _
�s ;- � 1
: :.
`.
F .�: s
:U::.........:::::: I / .t: 0 . -fib eyN /
:.... 1 h -, z.: c� ,,+�vt'� \ ::.:.. :. ...l' IF:::.:._. N 'a o - � 1 T,,r b N ` t0- DE .., j a I IOWW ({ 1
c • :: & :: \ \ / y b / / as / � A ANNEL I
- \ 1_ , \ m _- rc I I MARKER
::t::::::::;::::::::: :. I V h - '; \' ::
\ .
, _ �, a }n
. $ppb - SG'y� ` �811, / � b `�. o b ��, >, / ,cy �/ / 9 � "N-'`'
jj ............... T yC, / /\ J�
t?nf ..4...:::::::::::::: I o p -/ ..'::.-:::U'-'. '::.:• :•.':.:.: .•: \: -, .'fib • b $ -T/(�C•.. �1 - / r S� j• '�
UC O ...........
ti
:.1'::::::::::::::.•: � - Ei Off.... .. \
I -........... \`� t
..I:::::::::::::::: ; fL `
,,
a ::::::::::::::::... / : '.bLrik to.iic .: \ \ \ ` v It�� i b " ) Rrl E
/ b $� fib:
:: J:: %,.". Q :::::::::::: .
/ e6
._.
so. 1
. , t b .A, ,.
nhwlt;r?{same.:: \ r #� �8.. I b I +J s� % 1 \. \/ / / MAR!
--F-•::::::. ..........•.....: •-' rd:� _-•-:::::.•::::::::_•:.-,...... .. :.•:::.:: O.S. '�Y � .• • / � 3
'' a /
�..: ( :::: w .':::::::::::::.:, 4 / r4 UOtI: • \ Y / y} 0 " \ ,*, $ / (CONSTFtUC
>. O C� 7
:.... , r d2 M 5
SL
PS
B
Sc � �'v.3
a �
ff, c` e P►toPose /�
+p D
0 0' /�
�s �
9 1
+� D
m
A� b
�t� /
b
/ ar
H 'C
z
�o- /
h
�' r a
t /
$
w
0
Q
cr s ............ ::::::: _ '
0
t Oar s/� ,/ /
.................. R O.S. f
?4 +� - :-.'..'::: ':.':::: - ♦ /, n ($ I $ b b b b °ci rz % b
® z 1 _�
�-
z
£7
6 b•
1 / \ T
p / '. .... D
'T -..� � {. �i1
I S Y
J� til
SLY M
yy`` A
V
./ = - ACs
N�
- r
et ! 0 0k r _ !
' F`::::::::
\-+1D8 < /\
-_
i; z ,O
}
i c - -- P
: /:::::: ::" H -
��z AL�� a
�7C D
Q.
is - A
i
.. N
M
- o
z _
\ o
U
.ti.l' - t
I
t
P
Z
_
I
- W .i
A
.z S S
E
- U
i I
_ I I ..
k
i
m _ _ -F7
i
'O -
a
o
I I
-�
!
-I
T '
i - L
D. ' 1
o
�0.
00'
R
I
1 hi
o_ ti
noo
,�
`i� 0 /
z
/�-
> �'
�f•
:, I
- T -
•. _ a
0
-- -
O
F
t. / r
/ - ti
...............
..... .....
r i W i war RM - a
/
/ -
Z
::......... / ::::::::::::::: �._...::::::::::::::::::.:::::::::::::::::::::.� cF
a......... ..
PHASE II -- '
U
.. t7 -1 t
f. g ti :e. z 0� \.
I cD
- 1 t+
t
- m r .\
e
r A�
- O t
E I z n
- d
i �
SR - I
- I
/' W 8
,q�/
- tr `J�
�y \ 1
V ` / '
_ I
I 7C
S h I
i
I _
r \ - tD -
- I -
/
t
- , f
r:
O
,
[� E
i � pp
\ o t \
pp n
V
O Y
P
/ -
I
i
- I
\ 1
\ \ i
d• R _ -
0F' .�
5' r
9 -
m _
t \
/
i
�.. S. ,
>3
RE'
i
i A
\ Ott ,,✓ _ -
- .
iii \ L \ Y ::: 3F
SOU \
.. J
o ` _ _ / ., - IO,S
r
1"' \
:f: ---
1
D -
0
\ a
D
y
a . , :;r:: o.s. .
r 1 I m ::: -
i - -
.. .......: . 4
>
O.S.. KENSINGTON PLAC
'D _ - aWp.
I - --- --
...
_: !
_ _
I o _ 8 .r �_
; - . ....: :::...::: `:..... :: ' ::::.... / ,� N 1T3Yf16'1t i76sY O.S.
.................
::::
f I . ::::::::' _
/(/ FENCE - - / /
I. �• �� ALONG LIMES WC /
(J - %
I �:
- Z i / :�
o r N
/ I - P ��
!..
P - , �_ -_
-ib�� "� �- 44 F� i - yg :. jy'lpls3 ;'::.. N jiAE _ r _
I t _ _ a�i /Py> _ F a03,°°. °°S� itb>'Ge,w \�`-
1 / +
t \ /� [ ..:.':: j.::::: r max. r: I"� `
;I
.. .,..._
I I ,
/ -� •ttlAB 1i �'r/
_ /..: /
\ LL i, . Fled for mpstration et I � O6;4. on the �y of W � o�
a
I I \ + v . / 1
\ 4 //.',>3 ram'^fG'ed i'1 ISQOk_, d ,
\ , ', $
. �'k r�
\ : [ . IJf .w of the istet at DeeQs, Carteret Coulnty, North
it j, I \ carolo.a.
/ Y . r.
o �110 : * ;11.. y\;. �� . MetaNe Arthur
ti-,�,_Y i fib j ,.... . a,v 1'.. Regis
i
,j :': \\ !/r r a 200' 100' 0 200' 400' 600'
l
. ` .
Q� • S� .. ...:...../.
Q. - X W .Ml -,(:: .
<J
,, ': :
w.• SCALE: 1" = 200'
f"i/`+q,,'°rp�•ry�y r.rrrNy 1, 1°1 . , - 'K. roa,�• • .
�I i
' 1
PPR' 11
a� AR0.1NA RNViRONMEN"
r" � i
,, . gx
4I
� SON
��j�ggl ��
a 9�1
z IP!
+gip,
\ `t �05 kk o 3 Jifcf f t
ALL G 1 clfi i� I
I Sl
F�
O I I
c I
i
c� 1
O
I
m f
I
i
1
legend
E.I.P.
EXISTING IRON PIPE
EC.M.
EXISTING CONCRETE MONUMENT
i R.
E. .
EXISTING IRON REBAR
E.F.K.N.
EXISTING P,K. NAIL
E. RR S
EXISTING RAILROAD SPIKE
E.A.
EXISTING AXLE
S.Li a
SET IRON PIPE
S.C.M.
SET CONCRETE MONUMENT
S.P.K.N.
SET P.K. NAIL
CL
CENTERLINE
R/W
RIGHT OF WAY
R
RADIUS
A
ARC
M.B.S.L.
MINIMUM BUILDING SETBACK LINE
S.F.
SQUARE FEET
M.B.
MAP BOOK
D.B.
DEED BOOK
A.E.C.
AREA OF ENVIRONMENTAL CONCERN
A.E.C.
AREA OF ENVIRONMENTAL CONCERN
CONCRETE MONUM T
EN
- -
404 'WETLANDS (WITH MARSH)
----------
LIMITS OF CAMA VEGETATION LINE
---- - - -
- • - NORMAL HIGH WATER (NHW)
"��
TREE LINE
-- --
- -- - 30' CAMA SETBACK NWH
-'- - -
- 75' AEC
-
575' ORW
__ -
- PROPOSED RIGHT OF WAY
-
- - - PROPOSED LOT LINE
----------
EXISTING CONTOUR MAJOR
------------
EXISTING CONTOUR MINOR
--
PROPOSED CONTOUR MAJOR
-- --- ---
- PROPOSED CONTOUR MINOR
c0
LLJ
O
= iL
j Q
Q
011 W
CV F-
i Q
tO
LLJ
Of
D
F-
<C cn
_0 z
In 0
of Z V)
� 0
U 0-
5E Qf
Z C3
2 Cn
t1 0
M
M
O
U
F_
Z
Z)
O
U
<
-1O
Z
M
m
•
i
•
Iir
�
��
yy
1
I
;1
I♦'
•
Ir:
v
4
�;
I•
• �I
Ii
r
•
-
PROJECT NO: 1 95
DATE: 5/28/0 T
DESIGN BY: JD VIS ARCH.
DRAWN BY: WI:
CHECKED BY: PH
r" .;

CERTIFICATE OF OWNERSHIP
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY
DESCRIBED HEREON, WHICH PROPERTY IS LOCATED WITHIN THE SUBDIVISION REGULATION
JURISDICTION OF CARTERET COUNTY, THAT I (WE) HEREBY FREELY ADOPT THIS PLAN .OF
SUBDIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON THIS PLAT AS
STREETS, ALLEYS, WALKS, PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE
SPECIFICALLY INDICATED AS PRIVATE. AND THAT I (WE) WILL MAINTAIN ALL SUCH AREAS
UNT1L THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUBLIC
AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS DEDICATED FOR A PUBLIC USE
SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW
E IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF
CARTERET COUNTY IN THE PUBLIC INTEREST.
R - iq � )\I 0 RT14 _T,IIi_--w=-zcpty,,:_-1U­r, I A)c,
/,0 -- 3 - o�5
"'
OWNER :5,V,,-
DATE
S�� ,yzf',_,j, Prt, 5.
I
THY A 'p,
— , .......
......­.". . .
OWNER .. ' .. I
I . . 10 T4 -,, .
DATE
* *
'
: , I
�: - :
- _W.ZM4��,
4Wt - :1
- �" Ll
10-.3-0,5
—
-
(NOTARIZED) ";* *. : .
V
DATE
I /if) I
V K� It - Ili L-1 -7 ... 07
, - I
0
7 .
4,9
51.. . ,
. ...... Ar
*�, .-lu �
' '"'­ '
CERTIFICATE OF PREWM%
U X
_2V9j%St70A AL I
90
I HEREBY CERJY,�AT THE PLA!NMNC COMMISSION OF CARTERET COUNTY APPROVED
_ _ CLAA
ON THE - � ____ DA' _F - 20��THE PREUMINARY PLAN OF
SUBDIVISION AS SHOWN ON THIS PL;�f fEF�INARY APPROVAL IS VALID FOR A PERIOD
I OF 12 MONTHS FROM THE ABOVE DATE OR AS ESTABLISHED UNDER THE VESTED RIGHTS
PROCEDURES, IF APPLICABLE.
I .
____zv/
-e,,�11 1_10,A:_�,/" A!!��
PLANNING COMMISSION CHAIR DATE
.
CERTIFICATE OF FINAL PLAT APPROVAL
I HEREBY CERTIFY THAT THE PLANNING C MI 10 N COUN_�Y COMVSSION OF
CARTERET COUNTY APPROVED ON THE 1 2Y DAY I lvP
4 ��'�/Q('+ 20��
THE FINAL PLAN OF SUBDIVISION AS SH(O T. FINAL 'APPROVAL IS VALID
FOR A PERIOD OF 6 MONTHS FROM THE ABOVE DATE OR AS ESTABLISHED UNDER THE
VESTED RIGHTS PROCEDURES, IF APPLICABLE.
I
(::!:) :'�
<�-� I (f) 4/,/Ic -'a
PLANNING COMMISSION CHAIR DATE
I
11p Pq , (6,5-
OIL � - I - Q9 IL
ww_-L-�AA6N
�
COUNTY COMMISSION CHA DATE
____
____ I I I
CERTIFICATE CIF FINAL APPROVAL
I HEREBY CERTIFY THAT THE SUBDIVISION DEPICTED HEREON HAS BEEN GRANTED FINAL
APPROVAL PURSUANT TO THE SUBDIVISION REGULATIONS OF CARTERET COUNTY
SUBJECT TO iTS BEING RECORDED IN THE OFFICE OF REGISTERED OF DEEDS WITHIN 6
MONTHS OF rHE DATE BELOW. I FURTHER CERTIFY THAT STREETS, UTILITIES AND OTHER
IMPROVEM ENTS WILL BE INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO
SPECIFICATIONS OF CARTERET COUNTY IN THE SUBDIVISION DEPICTED HEREON OR THAT
A PER40RMANCE BOND OR OTHER SUFFICIENT SURETY IN THE AMOUNT OF
� ��6��,HAS BEEN POSTED NTH CARTERET COUNTY TO ASSURE COMPLETION
*
$ _
OF 117OUIRED IMPROVEMENTS,
t�A�K.A_A,41�_ __)!g) Ll I � � 0-s-
PLANNING DIRECTOR DATE
CERTIFICATE OF SURVEY AND ACCURACY
1. JACK P_ HUDDLE CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FR ACTUAL S VEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
IN BOOK 820 PAGE ,354 ETC.) (OTHER); THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK 820. PACE
354 . THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10000 THAT THE PLAT WAS
PREPARED IN ACCORDANCE WITH NCGS 47-30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATURE,,
.�wo A"#]�UMBER AND SEAL THIS 3rd DAY OF OCT AD., 2005.
. �.
I � 11,
,��,i,, . - - , ��z ,­.
- ,% ..............
- .- yr'0WQ,­,.­',�7,'_ I
-Z'im�'..-* ij "I `7 1 /
--� .7
z 10 . - " -. t � - - -� - - lezz
= . 'JtAL . -_ /VEYOR
- S L- 1 772 : �; �
Ir. 1. ,r- q. :' _- /-/
0. - , - - __ Z ?72
... .:7,4 ug - .4-
_q - REGISTRATION NUMBER
SEAL Of�,�' f4 Y -* V ft
, ,...ftt"';�N.
_ .. , Iii-24
-','_j� . ....... , ,-
"'A - �; v
. HUP.0:"`
FORMATE STREETS DISCLOSURE STATEMENT I .
THE MAINTENANCE OF STREETS DESIGNATED ON THIS PLAT AS "PRIVATE" SHALL BE THEI
RE PONSIBIUTY OF PROPERTY OWNERS WITHIN THIS DEVELOPMENT HAVING ACCESS TO
SUCH ROADS. PRIVATE STREEr.S AS SHOWN HEREON WILL NOT BE INCLUDED, FOR
MAINTENANCE PURPOSES. IN THE NORTH CAROLINA HIGHWAY SYSTEM- NEITHER
, CARTERET COUNTY NOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION WILL
MAINTAIN A PRIVATE STREET. ..
UTIUTIES CERTIFtCATE FOR WATER COMPANY
1 HEREBY CERTIFY THAT THE CANNONSGATE AT BOGUE SOUND WATER UNES WILL K
INST LLED I ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AS APPROVED BY
TH DEPARTMENT OF ENVIRONMENT HEALTH AND NATURAL RESOURCES PUSUC WATER
SUPPLY SEC TION,
__ 417)
I . I 71 I &Z-t- I-&-i- :3 , !0 AC)6-
SIGNATURE OF TH ED AGENT IDATE
II HEREBY CERTIFY THAT THE ELECTRICAL UTILITY IMPROVEMENTS WILL BE INSTALLED IN
AN ACCEPTABLE MANNER AND IN ACCORDANCE NTH THE REQUIREMENTS OF THE
SUBDIVISION REGULATIONS OF CARTERET COUNTY OR THAT A PERFORMANCE BOND OR
OTHER SUFFICIENT SURETY HAS BEEN PROVIDED TO ASSURE COMPLETION OF THE
REQUIRED IMPROVEMENTS.
- I
�
I �, I (I - / -5:
A - ,/0 / c,-.
v
-
GNATURE 0 . AUAO�IZEC AGENT ;ATE
I f
� � I
REVIEW OFFICER CERTIFICATION
STATE NORTH AR
1, J �=41-LS-__ REVIEW OFFICER OF CARTERET COUNTY,
CE RFY THAT THE MAP OR PLAT WHICH THIS C.-_RTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
/17 —
.., &1,111- e44 I. ./p-w -z76
REVIEW OFFICER JDATE
WETLANDS CERTIFICATE.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT �CCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404 OF THE ��LEAN WATER ACT PURSUANT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEANON MANUAL AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THE DATE.
SIGNED COPY BY MICKEY SUGG 2-14-2005
SEE BOOK_3CX- PAGE _7-Z-1_-777 2-14-05
G - -
N U.S. ARMY CORPS OF ENGINEERS OFFICIAL DATE OF SIGNATURE
STATEMENT REGARDING RESUBDIVISION OF LOTS ON 0, PRIVATE LANE
NO MORE THAN TEN(10) LOTS, INCLUDING THE RESUBDIVISION OF THE LOT I
THE PRIVATE LANE, SHALL BE PERMITTED UNLE�'S THE PRIVATE LANE IS UPGRADED BY I
- E
IHE PROPERTY OWNER(S) TO A PRIVATE STREE_ OR PUBLIC STIR ET THAT MEETS OR
EXCEEDS THE STANDARDS OF CARTERET COUNT" OR THE NCDOT, WHICHEVER IS
APPLICABLE. �
.
.
I I
�
I I p I I
. GENERAL NOTES
1. ALL CONSTRUCTION TO CONFORM TO CURRENT CARTERET COUNTY STANDARDS AND
SPECIFICATIONS.
2. ALL RIGHT OF WAYS TO BE PRIVATE.
3. ALL UTIUTIES, INCLUDING ELECTRIC AND CATV. ARE TO BE UNDERGROUND.
4. FINAL PLAT TO BE RECORDED IN ACCORDANCE NTH ALL CARTERET COUNTY
REQUIREMENTS.
5. ALL AREAS NOT INCLUDED IN ONE OF THE 525 PROPOSED LOTS TO BE DESIGNATED
AS COMMON AREA AND/OR OPEN SPACE AND WILL BE UNDER CONTROL OF THE
HOME OWNER ASSOCIATION. .
6. SUBDIVISION TO BE SERVED BY WEST CARTERET WATER CORP. AND A CENTRALIZED
PRIVATE WASTE WATER SYSTEM, I
� 7. 10' UTILITY EASEMENT ALONG THE FRONT OF ALL LOTS.
8. THE R/W OF ALL STREETS ARE HEREBY DEDICATED AS UTILITY EASEMENTS.
9. SETBACKS; FRONT=20% SIDE=5', REAR-5', SIDE ON CQRNER=5', ALSO C.A.M,A,
PPLICABLE, C.A.M.A. SHOULD BE CONTACTED PRIOR TO ANY
CONSTRUCTION.
I
SURVEY NOTES: I
1. SURVEY WAS PERFORMED ON THE FOLLOWING DArES., MAY 10, 1985, MARCH 5, 1986
AND MARCH 1, 1985.
2. NORTH ARROW IS TIED TO NC GRID NORTH.
3. REFERENCE. D.B. 820, PG. ,354; NCDOT PROJECT BOOK, PG. 281-283; AN
UNRECORDED PLAT BY POWELL SURVEYING COMPANY ENTITLED SURVEY FOR STEVE
STROUD, DATED MAY 10, 1985; AN UNRECORDED PLAT BY POWELL SURVEYING
COMPANY ENTITLED SURVEY FOR STEVE STROUD, DATED MARCH 1, 1955; AN
UNRECORDED PLAT BY J.P. MCLEAN ENGINEERING ASSOCIATES ENTITLED PROPERTY
SURVEY FOR E. STEPHEN STROUD, DATED MARCH 5. 1986. 1
4. TAX P,I.N.: 6305.02-55-4628, 6305.04-84-1254, 6305.02-65-1855,
5. FLOOD ZONES ON PROPERTY ARE ZONE X, AE(EL8), AE(EL�)), VE(EL10), PER F.I.R�M.
3720630500J, DATED JULY 16. 2003.
6. THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND RIGHTS OF WAY
OF RECORD PRIOR TO THE DATE OF THIS PLAT,
7. THIS MAP REFLECTS NEW RIGHT OF WAY SHOWN ON NCOOT PROJECT BOOK, PG '
281-283 AND LOCATED NEAR THE NORTH WEST CORNER OF THIS TRACT. THIS
PROJECT ALSO INDICATES AN EASEMENT FOR DRAINAGE NEAR THE NORTHEAST
CORNER OF THIS TRACT. THE TAIL DITCH EXISTS BUT THE EASEMENT AS SHOWN ON
THE REFERENCE PLAT IS NOT POSSIBLE TO LOCATE.
R. BOUNDARY SURVEY INFORMATION IS TAKEN FROM THE BOUNDARY SURVEY DONE BY
"PRESTIGE LAND SURVEYING P. A. 501 W. B. MCLEAN BLVD. CAPE
CARTERET-SWANSBORO. N.C. 28584 [phone]
9. ADJOINER INFORMATION FOR THE WEST SIDE OF PROPERTY STARTING AT N.C. 24 IS
AS FOLLOWS: RALPH C. RUSSELL P.I.N_ 6305.01-36-8160, DEBORAH H. SWAIN P.I.N.
6305.01-35-8951, DAVID J, LEONARD P-I.N. 6305.01-35-9883, RICHARD P. BAYLISS
PA,N, 6305.01-35-9687, 6305.01-45-0407.
10, EXISTING IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED. NO CORNERS WERE
SET OR FOUND IN CREEKS OR BRANCHES.
i N/F
i : Sue Bullard
i P.I.N. 6305.02-76-3489
;
11
I
I
/
i
I
I
I
i
.
I
I
1, i /
_—,
�
I
I
11 � I ­ I
"I ?I",
\ / / \,,� "
,
I
,
" A/ ?_111611�
, 14j, nl ��_.`,
, �,:.
H N/F 1, , � 1), - -o", '1�ll,
VMP, LLC 11 �' ,-,k—. ,__
P.I.N� 6.305-02-96-1604 1 " �, _­. ".,
I I i i '. "', i ., ",_ , - __
/ - ­,?�� " �1,1
I , .w ,___1 \ ",
_1 ,�) 1 'I, - , \
I .--/ 1-1 IV '[_�,� ,
,
�
"I " - ,,�,, _-� � , f � I
- " , , , - _��,� I � P ',�.11
- " " , I r ,-­ I I ,,,, - >4_,_,�- J ,�
"I - ,�., , /1'r V_,�- / I/ it- I - , - I I I/ *11
, I/ \ / / I 4__i I -
" ,*', , , I 11 � / l � ,
�1 - 11 , i / � �_ �1. a � ... " �
'1'� �, A4 i , ." ,�,�,/, ., j, ,
-0 , � I � � . ; "I , I- I
­ "'IS I ,
- 64- ,,-A � I /I K
- -
LINE TABLE
LIN
LENGTH
BEARING
Ll I
1 15.00
N24*28*247W
L2
.
�
N21'15'39'W
-
_1_3
-
N41'01'25"E
L4
53,00
1`405*06'25"E
L
� :L_
-
N12*29'07"N _
\ - I 0 -,v I I
I � , .) / I I / I 1 f " , A I I N ­_1 7' , / " ,\ " "",
\ 1 410� � � 11 , . i , -A , `� " , ,
� f 1q, " 11 .1 ".114 ; 11 I //1 1/� , . f " I I
i d - , .. . I " � ;
. I , �O/ , " __ I j I
I _-Af - I * 1 I'/ � " ''I
I �s 11 . ­ - ,7 l . � $i 1 �, h : � I , .e 1. I �,
I 1� X , - I I
- ; 1, I,/ . , 1�. , I I � . 4 I � , , I I
- I I .\`p _` I ;� , � I 1 144�
" I I 1/. _�,11 ­1 I I 1, ; * / 1/1 '�, �: � � "\
1, C ,� " " - I , , 7/0, '\'\\
,
1_1 i , , 4", 1,,��) ji i ,
I / 1, 4 ;;,��,-' I, 1% ,I / / / 7/1, #j* /
, \ 4 � ,� I ( ! / / , )111
�_ � ,_ \1 __"� 4,`� " \ I Y , %, , \
/ 11 - I `), 11 " ", ,-,% N % / ! ! / - /
/ / � I " It, 11 I " 1, I ."* I - , I // I `,"I'\ \ \
I � � if , I , �,' " , ,, / 1 j * "� ii�\ \ ,
1* I
I I 11 1� " _ , i�l , I
-, , I �11.,� I,*,. I , I ,__ I �, 1,
,� , I � -1,14 ­1 / T
/1� I 11 ,� " � - I , ,�� - �� I
I / \ , ft* ., � '. / / "
, � � -,, , I ., 10�1
k \ "I , I N - , , %\\.
,It I , I I 1 . ,
. 1, , 1'�, , , �� , , I;Iil I" ,� ` I �0
i . , , , ;4 , , � �,�,
/ I ,�s ", ,�� _�, �, -7-
4� , I f
. :
� I'A� , � 1 . " . : I 1, �. ; ,\_1 - - .._1 � I
I � , , I , , " , " �
/ I-, �, � `_ 'i I - .� 0 "-04 � �,. " , , I I I ��,
, - " � " 1�, -, 77 ,_1 1, ,,�, '40 11 I " - -1 I � 'I I
;F !� . , I .
I
"" A � I" I '7 , y ------- � 51
/ , io I 1, / .
­1 I ,f ­��--'7� ­j A ,", 'i , �p
� I I .. ­ " ­ �., . - ,A I �
- l i � � 11 - j
I I , , I/ �� , . ­ - \ 1(p
,_�A�5T Pl�"�`NO, I / , , �, , , , . j , _` r , , "' � . , . 7
Iff — I I , 't, - , / ,�, S ., , I � � ,, "'. , _"'11 11 : .�A 'i �,
7� 5 \ . ­�k , *��, - , �_ I , , "'S I I -
I �ii , ( I N. 1 , ,* , ,
SAP�60S' , ­____ , � - 11 1, " - � -1 I 4 / , , ,
/ � L , 41 , , I ,�, ,
I � I, " � I I , ,. \ , , � �4
1 �, % � � I l ,�. � " "" � " * "..'-, ", I " ,
_ 1, I , . , I , ;e , I " A� I
i�
I ." '. � �� � " -, . - ,-., - � *'� " , , " ,� - A - . � "I
,
/ , , I ., , , , I
� I 11 , �, 4, , ',- f, -Z.,,, ., , , ,,,I - ,,I ,,,, - ,7;; I 14� �� " ,-a , I , ;,".",
I , � ,z . ,_1
" i 1�� x , j , �i, 1� - - ' , ,� , \ �1\ ", I
- I I - '­,�' l , ­', , --- , � � " � - �
� I , � v � , i , I i I I - 7 '-, ;,ii;', e�'-­ .- �', , I
I � I 11 I , . I ,','�_ - I ". I . .0e ,.� A � ., 1. , ­1 ,� , t
I I , . I � , . I . - - 'r " 'I,,, � '. I oe "I -,-- 1. "'A ,
I I / , I 11 I I " %*�­ j� - �.; " ,1 , , --- �� , i,,­. � ,li\
.. �, 1. I , ", . " , .
. _0� . I �,.f � I� " ­` I
-, I I �. , , I./ I - , , 1� .11 1� , , ". � 'e, � - ­. i 11 , , ,
\ , l '.. �, ­1 ( , % I � � �� I ,� , ­` � , r , 4 ,.� , I ,,, � � , I �\ � I
I � I I " 1, I 11_�, I I &_ tf,lir , . , � , .F , I I '. . ; , - . " �
, �, - , , , , - , - � ? ,_ 1�_ �,­ ,e ,%\ \
I ! , 1-7 ", ,!A% *`Q�S. � I . , � 11
I � 1, , ��', , � , k , " ", 1. - I " * 'e, -� ,�,,­ I I
11
1� . - - I
, . , � 'k I I � , ., 4 ,�-., l, �?� �, \
___' - , , ,4
1� I '. - 11,� / , �, , " " *�- ­w , - v .'ii� --- ::L-�,­ , , "', 11
.
� __ I , I/ " / .. A, 1, , � �,..i;> "I __1 e ", I . "\ \ 1� ..
'j 1 -7. - I I . <<-? � , _��< ,-'04 ,-,,P­�_; ", \ , I
, '� \ y �., 11 ,_ I & \
_�, / ," -� \ "I.o "I �, 1.
"
- - -, 'I- - - - , I � / A/ ",,,� l_ ,.,�_;� _,%;:�,, I-- �, -7, �� , � I
. , \ , �".,, J,,' �
, -1 . , , � ,
I
L I I I , '. , I "I ;� ", �1, .%.��111 I ," _��� "i " ,,,, - " I 1�� �
\ � " -, \ " ,,, �� - ,� _1 �, .", I """, "
"
I \ I - ,/ I - ." ,e - 1% <,i�` ­,-�, , I -----% " j?, , "" & " �!11\-�,
I ! "o, � � 4 � - , , 05 - " I g " -;�
- " or "' , '%�11 **7 "I ,ov /,#,-"- - 11 I 1, I -, , �1, 1 ,<-7-, 1 ff 1-i `,,�,_ ,,�r , ��,��
I \ . , x � l , I .,
, --- j , , , "I
I , oz
, X * \ . * >�^\ , , ,9- y --
I 11N� 6 ,�7 ; C, v " -,-' P� ,.0
1 . � � � � "./11 ,_ It, " ", "I \ ,�,� 5 I i ,l',�
- 'I- 1. I At. - A """';; , � " - 7�.
I, , f " "I 11 11 i �1, - -_ 1, i '­ �_'7 / 1/1 ? .e-' " , , . / "� �Al _�
11 I 1 / I / _*/ " I � , 1� � � �--,,�� 7 0 \% �;, V -,? " , 1,
,'- - . , \ , '\,--' ,,, j �e "I 'j� I
I I I � I I I" 1� , ; ,�, .7 z Ir/ %;�', � \ ', , I "0* . 4 , 'D � �_ - , � I
I i I -1- I I I I 1, �, , \ .� , -­o. >< ,
, _ I I ? �,, 1 I
" \ "
-1 I � ) t - __ i "I //_ 11" "I" � i I -,� ­�\ " ;,�-, *, , * 11 I/ ­­_' I
- ,
". I <�, .� I -1 A �00, 11�'. ,,
" I
I . I , I - - Ilk / �, ,0 ,,;� %� " 1� ?_1 -
I I ... / �/ , 1 _�f " % � // X "
, . t , � I 1 -_ _�_ 4 ,'I( ,'4,--. *4 I ,.# , , . , I`- ­-,p I \­'�� \* .
I - S/ --�---� � �, - --, "' , �;_j " 1 12 ,'� -1" , , , -�� .
__ - x _� 4 I . ­_1 � I 11 *, ,e , " ), �,�, I "
. w I �-�-, ­;_ ,-, - �,, - __ ,�, �
1 - , . _;_1 ,
I . . I % -1 - , I I- �, � .� I "I/ - , \
I 11 1111 1 1_.7.�­ ----q , ­ ­��- * �� � 1�1 " S�� �
, 1--U ---- "' )�� r f ,
1 4 4(/ ---�---, ? \ ,
I I ,� " �/ I 1_____ , � � �.,__,_ " \
v I - , - , f _1� - -
I - I/ I � ��__ I j,* . I � �
/ _, I/ � �� , - , V� 0
, � ,_� �p 1__� "I * �, ,
_� --- , Y �, "
, � I/ , \ ,
/ \,, __ -- V-_­-, � - ,If . -71.1 ',_� - IF ii�� i_r 11 I ,,-. - ""', .",\V\\ 1\1
. - i I A-� I * _- 4 " " A a -, ?". .., I _.-w1!!..-__A rn I ".­` ,_�, ', ,,,, -- , - 11
; ,�\,\ .i -'It" - . 11 , _� . I l�, .
� ,z;,.__l -y �-; z: ; "! . " I ­ , - l , I", I,- cp\ ��, -,\\ %
I ilr__ I �. - . 4 " f ----,-_ 7 I/ l \ --- - * 1 ,� ; I .'1111 0 ��, I w - "
i " --A - .. ____ . ,��'. ., I" I -1 I",
`!� I _ --- i 7 4 11 "
i - I/ ,�, 4_-­_7 L)� , 11 \ , ��, ,
I .. - , � q �_ , . 0 ,� ,X ,,,
t. - I- , , I .� �___'
I . ,
, �,�rl. lk\ i �� - , ji I ".1 , I V;, ". " \
, ;� \_ / If I - 77 ---,. "!!!_ I //j i 11 r__*,__ , I , .I 1". MrN\ - "
,� , ,I, 1. I " - " " -- - . — 11 M 1� .". , �", .1 ,
, 'k -- �, ,4" � .11-, , � . , A to " - " �r_� �, -, '7 ,,(, "\
, ,, \ ,� I 4- __ . ! , _ ( _4 , , - il I I 1` 1_. , ,,, � �.., I I, v\ \ \
� & � A � �
. . -
I # i ---- - � I I " III " F I * I '(p '.\ l I
I \ -, \ I z I m I 1 - ,* , i \ � ��_' - -- , _� "I 1. I ,
ll "I ____ - I , — I - r - , ;, ,-- \ 11
, , I[ - , I I/$ 11 ' �� A &A I
" .L , i-1 l z-: t I --.-:- � ----- . 1_' - - `4 .,� �­ 11 % \
I I 1, ... I J, I" 1 1 , 1 A I 11 ,11
, \,- -- 'i - -,- - , " `7, 1 "' �
I I I , ___ �4 .e. I '. 1, I ,
1. 11 - _t___ 1b I , rj,,j S-' , \ �
- _- :5, ---\ 14, I i -, - /I / 1 1 I � - - "I". --, "" 7�1',--�;* 11,--, ", 11 I� , , \ N , �
. , ,
I
,. ;, b 1, � 1� - -,,I e�:, 1 , #1 I 7 1 1 , -- , --' l�,, �'�11' % I \
, �1� , ;:�. I * I i i " I 1 7,-_�; -11 I " ,__ AK , ",
, ,
,
A->_1 ::��, , lr----T ,- * oe -` , ,
--�� �i ,-P* �, ., "r-__:z:: 'i , �­ , �, _� �A \
\I il 1,_,--�� - --r 1, !_71_11 I _.___ IIII, I 4 ___1 ,.1 I
.�, il � , I ", 11 -,
,.,\"!; � I j, ­_____,.� I I 11 I , " .ii , �\ "I
t+_ - I 1 1 " 11 ,�11 11�� 11 "
,
. , - I - -1 _4��. , \ '��
" '� I 11:�`� f, - , I I- I , . I
.
� �� , ,AV 4.,I,� r . 11-� I 6 ,,-,, ,-,, I
: _� 1 4 !� I I/ f : 4; oo�
I el # 1 1� - it �, — -_ i W IV
I - `� , 4---- A . � ,� I '11� I ,., �, - -�
,,, - , .. I l_—_ - \ -
P_' _11i , I �c ­` 1�' - ,�, � I ,
I I � I
. I /' / - __ _ - 0- i - I i * X_ I " ", , " � I " , �\ .
, - *!!�_'l i , i7i i , �, �, �,� , \ .�
! I , ___ � :i- I I : -Y i 41 � C , -, - I Y,,:, I 1, "I 'I, _,�\ . I
-0 __ � i - l . I \1 y __ I _� 'I,' 00!t ", �
-� I ,
I /, "', ,/ r j - A-- � _� �, ;z---:­4 I i \\1 y I .� 0. ��, " I I
I, 11 C., ____ # * __� x A-1 ��,_ , I 1* ,
, , U -1 I �, �.. ', I "I -1 . ,
4 ,/ I I I 1-0- . \ "', % " a I - , ,
I
� I � ----_! tL - I Ili 1 . 1 '44 1 �\'11 1__1 _; ,", 1, -, I ',�\ , , 1%,
"
.1, --- ; I � — � . I c� �_ , ,* . ,
" k" " I/ * I - l I V1 .. -!!!-- I . - "; 'l-l", .I--,' ,_ " , ,
- -� i - 't, 4 I i-1, - -- 7- q ",­ ��-- "', I
, ,"'IT � , .,____� � �r c" \ , \,
, l,,1 I � . "I - I - .o WET '1�
I \ �. i 1, I I I I I \
/ 4� 1-1 , .., / --- - I \ I �_ jr," " " 0 . , "r
�, , I f — 7 Ili 1 �i � ,r* *, " " I I J,i; ""::� 1>1
'. k VA / 4 - I , -1 \ I I ,,.- - ,,,,*,,*, 1, "
,1' PROJECT STATISTICS,
TOWNSHIP
ZONING
TAX PARCELS #'S
OWNER
/'�/ / I I, � : \ 4 �j - ,-;,- I "I I ,
",-/ I I ; - \ .1 � &,.­�o --,! 11", - ', ,.1 �\Cll
/ ,__ N 11 % - I � ,� � 41 - � "
____� , ��,�', .
I , / ,-­L '80" I
I I : ,-, ,
- - , I " \ . ,�, 1\ ,,-,c - , , .0,.!t", - \\
i __ I , I I , ��_ � .w � ,,;�o I 11 I . 11
// 11 / � \ ( . l - I N_ 1 %
I- - ; I .. 11 - I t 1 - y ill i � I '�', - , "I - ��' 1 4;;�',
I ___�.___ i ,/ I , ", � I - \ 1. I * -�, v- ,- ,_ :,-� �� � , - _,___K_ -
I � . I 'a , ,* I
/ I I I . I wol� - , , - I i
, . 3�zr -) - 1�
­_ I �11 I O.'s I I " f7--n-� i I ��, , I ,-,
I -C-TNL�_",�_8 A t ,�i 1� i : I I ,
- _ \ \\% 7 '7��, , �b ",(, �_-' 'I- _"�� \
___ - �� , 140.53' 177'�j � , I I \ ,,--, \ �-, I *�__` , ", I 1.�
,�, , V,l -,- , oe , % 1,
� m ­11411, 1 . - * ,� _, A ,_� I Ill �' � ,,� ,�', ,_1' '. *_),��. > �, ,e l,, , I
.
I ____ 0�_ I � ti"n_ � , I 111, .�, 14� 1,�-, � "
� � � 4?�,p �0_, __--il �F_ I \ \ I oe­ , 4 � \ I - f " A
", I I - t\
I zm , . -1 ,ql. / , I - _ - ,,- I _�� r .. I t \ \\� �-;iii,, �, %, I- -1", `_'4�_ V "_ \ I I , - , _1 I \,\�
11\ __�'__:-4-__ -, r
12." - ,.r �11 I I
i I . ,�,
� �� ��,5�c " % p k __ ,. - - & 1;el­ � - .I le , '.1 I
, - ,�, � * �1� - -1 � _� , �\ ",
,,'#� 1 __� #, I "I 7 ,,;�'
/ -Y\ , /"- ,_ - ; 1, I I \ It 'N , - ,� "I � �, 4 �" " I" ,-"' - '.
/ 7 ,4-`!____ , 11 I lel �.o 'n " , '..'o, ,
l � - I �_ - \-. 7 " 1, . V., "I, - i , - 14,
I . " T " � ,/ ;;. 1'� � -1 `,` "
-,
I ,1 /, I �\, - / *A-- - - . mb %\ � \ V ,-- -- w\ th " I 7 " ;; 41, � '� ,-N _;,!�X-
. I - % I 11 "I I ­-* I ,` V I .,
I I N I , � � , " I , ____� , \.% % I I - 6 ..o
-
, -c ,_�__,�:, / , � � I_ I- - -, ,,�..T I ;:)ona I �, r, " -1 I - U
/ _� 0. 1� PHASE I .,___�,& .e"_kV11 -,
Z., �"'�, , � i I- -1 � -n-'!—q�1 li , \1
-- I a f ­ I i�/ . I � ­ 11 . ­#;_.� --- � - , 1 _-� '\ 5 ,�-, ..6 "!�,-, \ ._�,\,-- I 'I, ,�, , I
I �-U " j I , 1\ I - ­ ­1 * , '5 _____ \ � \ . I , ,� 11 'i ,.- .
lo - "- , , � \ � " I ,\1 i "'',
. / ,­,� �,­ -11
,
j ,/� I . I \ 1� � - 1, � j " �_____' , 1i �5_ \, " I I
1. 11 \. - ­ - 11 , .. � I " %7 �.? ,."\�),\.�l-%,'��i��lfv"�l"', - ,v_', *0 ''. 1.11 % \
, I , - \ -1 ,,1
-6 w - \ , �� I 1�_:_"� " �-/-r #1 �-­ A ;�� ��,- __� � \, v .', . " 11 11 P .. 0 ,,I�A'1, 'j. . � � ,
_
Co .� .y ." , ,�4�, " / / \ ,#- , , -, � ,A �� - - ,O ,_ * "I
Uj LAJ / I I / ", . � ,/ I , i, * , , 111�., i , ', 4,� - .
.��k ! - f " \ \ I "'�' �\ - ., 4, �',,,i "I, ��,, 0 1�,� 11 I _r �
, �\\ . I � 11 I I I �� ;,j , , - -, , - �\ - ---- I ., 7 I ,;.- v ".., --, ,-----_ 11, . -- -�� - - -, .
I / / " . \ \\%� - - .I- I ", t. * , , I -
�� - I A ; . -, k , --�;;' \ - �,,` p ,0,r"�_,, ,,,
0 x i 3: - -, "? / , - I I I t. j, ­­--- �11, - A _N \ ,,-',(' ;
2� - �/, \ \ I --,-, f
- . � "I / , \ / � 1�1 I * �_ _�, 4 . I I
iL , . I I ,- I �_ -, it \ , �\ I ,o�x 11 I ,�
4L I F , / � / � � '�.', ­", , � . \ / -,- " A � ___ '. -, \ I � , 1'\ " " .1 , �, �3 % - - �L" I , I , ,,,
ir _j , ___ - - v / �, 1, / v) I . \ -'- __-- 7. j �� � I -, ;_ "11� �, , ;01- P�o fj )? 1, .
_,�-'-,"`, , , ;r/ I 'i , , . )
- , `
W i - . vi 1, . , , - , I , , , " ­ , _", � ��', � N I � ,-, . 11,11F,
I ." ,\ : �� / I I I I �\� '.
_� 0 v, " v / ,�', , ' / , __­ �
I I . " I 1�� "I I . I ,.w - �1' S - , I -, \ \, % - /, \­ ,., �', x , - - --- 11
C/3 I I - __ - . __ I d " � __­�� I / � ` S �-�, \ -��, " ­e 4 , /
, - ___�
I -, I ­'o ,-- , " ., , \ I . I
I- / I , - , "., \ , \ \ � � 'A 1-1 - - -,-,- , "., ,,, , 1 " ,F 4 I -_ � V, � . " as � b I " I I I . �, _� \� � ,� ;�- --� -
if .- - , 1, , , , Ik\ �', " I , ,\ %, � "" I 1\ I
0 I I . / . I �_ \ \ I-V -� \ 1, - "I. I- 1, . _)� � I., v ,
V) I- , , .1. % �11 I- I I / Is % I, I ., I � \ 11 � �, , � , / I 11 'j, I I . I , -H ,/
LL '' \ FP2�4 - �, I �( � '� - , ", 'I 11 . � 11, - � - I / 1� , '.
Uj �-- i - I � . -I- A , . , I i , I / — I ,� I �
11 I �_, �� . � I 1, I �41�
�
ci� a I I \ 1� I � \ 11, /:F . /,-" \1
I jr -_gt I z \ \ ;1 I 1 4,91� '*�, ,11,., I '�_ . " "Ilk - , 111<�� 1,14 -_ -
0 �_- I � vi \ 41 1 . I \� 1�1 , - I Z-7-1- i" , /
I / ,� 1k, "I'll "" � & I \ ._,_ ",_/ �11 .1 - � " /� -1
1 I - � �, 1,140 �,11 \�, \ '/ - 4 / / / - z I
,
1.
LL � - " I 1; \ ,;;,�, *i I I � \ - -1 , >,� 47 0�',�� � 'r/ / 11� I 7 _f / "X // /'171� 1
1
___�� \ \ I I 1; I I I I - \ 1, _., li� ' _1� 71y, I ) \ \.�� - ? .^ .e ,_ , 'I, I I / % 1 / I / --I (
, \ i - -- - ---, 4\"­ " " * .I- N \ I ".." - - 't * 1, . , , , � ,� "o* z / -,/--,,,'- _, , j,
- j � " , - A
\ I ,�, _� -_ / -
11 I , , ,,�,-, ,,, !, � \�� , -, "
( �� 2: / I Z) . . I \ "I I I , - _,4 Z - �; **\ - \. / //I' - If \ , 7r , - - / , r
J 'i , � L'D. " , I \ "�
- / A, I ,e\ 11 __ .,� - _/� f ) �
.�� " / , j, ( ') , / � -, \ �� _� � � __ -_ ­1 \ . " S. f� 11
I . ( ) 5z, . 2� .�, I .\ Y, /�
�
-C i. I - \ ,�� 1 4 , / J,--'- a 'A'-;, /
0 I I I \ t - I , , i O.S. i I ,--_--� I , o*1!7 1
1 1 � 4 11 I I , ) t 1�1__' _ '%�_11( I Ik v< ,,,, .r 7 ' - /_ ­411' - , \, � , \ �,
I . Ir � v__j 4 11 ? I I I ., I - -4 It I\ I / , / I - 'o" .<- - i--- Ile � " / / 11\ \ X\��� f, / / . 4, ,�� N I
1� I
; 11 - \ ,� , , / / - I .1 ,-") , - �. jv,�', 1, " I % \\ , - c, '. " � ,/ Y/ 1*
.
I C.) I , A i I - 00 ::� ; F_ I 11 , I " 1\ I Z ./ _j I ��,�? � �,.'-i� , e G's. "", _*""`� // / // / \ - I I --i I -- � , " I ., g , f*/ e I
- _�7W�, 1 - \ \ ;�,� 14 / � " *% v I " -1 / 11 I \ I/
/ I .- - *.. I - � ,I I � # " �e, , 4rj /\ \ I I lt�­ , - I / / , # I "'
\ ��z I ! , ��- -:-- I /1 IA-1 - / --,--%. I / -----.'- -, , / � 1. / _. �_�� /
, \ 11 f I , � I , / I/
I . i f� --�-F__�, /j/ .i�-_ --� 1. - / ,___l - I -_
do , " I \ LU � � ` _r --- I -,, i H10 , "-- I
I � " / ��­, f ­� / /. - -/,v)
11 ,:_; �, - --,.. * e ar 7 I � ,or- i�
. .1 11 I & � I, i�­ , j, f/ ..­, 'r I 1, 1< ./ � 1_.__� -,
_
\ , J, � \, - I " - ; � jp! I '­ - � - �,\ 1,j ft , I . - .., iI , -, , , wa 4�� .4 't. *., , ti '11'�
/ 11 - - ", I-- .% �, 'y ,
i I --
, \ IT OL - '\ , - -I' /11, , ,.""ll , - L7
1 "i I 'S, i !!! I I / (,6 � � � �, / V / , / .4 * N\ , , �1 _.INGS CT (4c - ' -
, -
.o--
1; I'll ,N�4 - * v 11 - \\ I,.. 0 __1._,/, -_ � �v V_ ,---,/ 4%, ,--' 4 ft - //, __�_ 6 , x - " $ . :� ) 0 "
�j , ro � 1?1�1 - - I k� , o' --!-- y ,; I i 1, - �,:�x ". )I,, ,� �:: i I
N * 1, \ , I F
,
-
, , , /_ -_ m - -1 7 I 1 k I t__ 7;;__� -&\ I I 11
\ , 4 , . I, I "t ,,' ,_ .
� # � ; , A - 11 � ; 11 , - / / I , . , - - z / A.- 'i_ , / -- , - j I I
. - I I I I . I
i 1; i WEaAND �\, � � -�J' - 2. Z,k_ �­! _0 .: wp 7 - r . V9 , "Vkf�i
�m \ , * \ 1� . A � - ..4 : I 'I - "! '_ I?- 1. , / I \ - - 4- 1 ht -J, %,\ - ! �. . I z I %'
I . 1-8 0311110z \ ,. 11) , � 11 - 1� 1 j I,/ __ __ I 11 U. S / �__, - _. ", 1��. * 9 �!r \ �
,
\
\
\
I \ .,e _�j7, --�
II . �_ - '�_ - /. / -� 'o I \//
I ( 4 . - - _�, "�, "" - it q. --,:- - �, I 1'� _2��­
� . . - I I -_ - I " : - - - I / I 1 1-4- - � '?, �0 1 � � v 1 -, i --- i w 'r, , -
I - � . I 41;;_ , I -4,
- � - I I :� i- ... - _z - � - Y�_' , - - - 11
'. � .- I . �� � - , � I - r, - - I/
/ 4. , I . " / I -, - �- -- I
- I 11 'I- .1; I-' -!:: j;. \ � ,---,x 113
� � = ,,� - 4if I / / 11 I
o 1 2 � - . I � i ,� � \ . " I I
�� I 11 1, - _...ilm t / \ I - I - --- �!�f____�_L�� �, ,
� I . " ;_ 'r -1 I -- / ,-,, 1%,i. - ____ I - .1 � . � ,�� __,_ , �,,
-
o� L - I , - - 11 \ I .� , ; _,)" I � -1 � - I 1, -1 - - �, 1 ., --- I , . � . I . - 1 4 1 = . - - . � 1 1
,v4 ,- _-� I __\ - , - \ I � , . 4.15 w I -;-
--- � -, � �v I i; 4.__�_ 1 1 - __ ­
� 7 -1 �
I �;,- I l. I , I .1 , . - , ,j ; ..-- � / _411111� � I -- �41 I, V, �
R�- �j , cl) I . . -/ .1 , I "'..,,, #� 4 \ , "; .-_� ____� - 4 � .
, I ; �
� , - - I = / 11 /�, � i - _�
4 1 � � / / � � - I -- . -�� 01 ti( .1 11 '_ - --- __ �� -_ ____\ _��
f_q -,fq I / __!� 4 -I Z ,; I " � / ! 1� I V_ X , � � � � - * 0i
- . ��_, � -i;�--_�j I. ,I a ­�_ - . �
IN - 0 .1 w / I k.� - -7 .1 4j - ­l
7- � - i , �e' - - "l� - " 1. ,Slit " �'j
,;, / \ . . I / , I Z5 / / , �_ _. .11­ , " " I I '. / '/ I l-,�- , \ ,,, - I om!�g vaziff
; \ , 11 ; �� -cc w r - I , , 11 � , " - I ��'_,._, - \11 ', 'x ;-� I ."­ -i I . �
I , A , �, I- - ­j j i
� , .. . I -1 �� � —
'111111-- // 'a " -_ -1 If ? - :r I // I -- .1 ­ ,., - --�� -­,-:�-- / / _�­ �, - \1 "I 10:� `___�_ � � - I i� ti
I . iA- i \_ a. / I , 11'., __�,__ - V I - . 1K i - 1 k�
I ­.�, ,�'/ /, / /�, -�,_ ___ / I �� - , -Z, j �� - I 5 ,#
I IN
, .- -----),:� I " �� --- I; - a I
`f,�Y5' . I - - - o 1� --- �T=' - =��—,
/ -.11 ! , ­ /x , . — -­ I _I--- --- -, '41� -z/�, --- -- 111 f — P-111 _? "'
, , I/ // 11 I 1, I I - __ E -, I -- - - ____ \ _. �v - 6 - E,r,m,
, , , \ tj , I
'I �`l I /, // �,, I �� \ 4� � - I t�, I y - i�*
, -- � ____ 1-1 t _��,I�z4-_:' __-, \ 46 � I - t4� .::. . 4y � V
I I '\, � I P 7 - -
�, = I .f "I - I I - - .:�7 / \ . .Ir
�, - - I, V
. I -- I /
I ­ , i,, _� � I '_ Y I / _ - - -- __TX11u" </ ,4<- _�7 " i I _ a-
- l,�_ .- fa ./ - , \ 2 1 1 1 -,,. - � , 1( ,,,,, --:­1_GE - - ;��--,__-- �' - i 1 41 - -2
�_-de - , I - - 1
2 - I .- -j�,O, , - I __mTn___f =
�_ -, , -14 1 1 , 11 I . - - Of - I _� I , , _­" / I",HASE i 1 1 BACK � EET (50, : �.�j i . 5 I
11 I " " ., I I / "O's 1- _�, - i
.,.,,,�� 1,':�� ,�e f �,�/ - I � -TR -
0 � , / ,_ , I � / I R/W) - _z� ,
-
- , 9 I z\ __ 1, 'N i - I __�, �. __ -----j � % I - I i 6AC'K - ­, .j 7-$ � I
,41.A � - ( / : J:�� / i
�; kl:.� �, ,,, I -\"" / / Iz, 16 � i I I- I -, __ i __-, / i 11 I - - , _S. I -
, , � j I I I - :� I
", \`�_ -, '!� , -.\, T j f / v.) i � , � 1, , .--, / . , I ­­�­, �,�-�_./ j �- - �
" , 0 1 � - w ''­ �
,
�,
- � / - - /
,F J� i _�____ , I ­ - " __ ; 6 � - 1:�
�� .� - . // 6 I ) b / � " - __ . I \,,, ", " !I 7 1� - � , a S. 1k." I __ * " � - T 1�
_�, _,%��
I . P, v x , - � __j Pond i 11 .... � 1*11 I :.
,i'�_! 11 I
I
I F; � / 1 12 � I j / / / '-* I , - '-< � ,,, / " I ,�e _'1:11� 40 I A , - - :: ;lit .�
I ( - , � I ,T�l .11 % S A � , 4# z: I
J
; I _______1 ,�\D, ,2. \\, 1 \ . / , // -,f .�, i, ! I - 1 -77- - - - I I /I 4 .w , �, I . . 'd I .,6 - - � it t
, n I —_ I
I � " \ 1-7 \ . i - , �J_ - - __, .. .!/� f_�O , . - - a " 1�_,_ _� j
i" . ;/�_ ,� ',,,� � � V_ uj I " " --'-----' I/ I , 14, -. ! -,/A I T -%, �
. I i ---------- -1 I �", - .--,,! - , - I , -1
I ! , _,�\ � . ,--, / - , i, � �
. i I �1, , / 11 \ z I I , - - ,,,'- / I I , ,,r " I - -4 , �li ,.. Y - a -.��,�%, \, - I
1r, 11 � Ni I " 19 _1mL- - --� r ------------ I __ �-` r----4"_1__r- I/ , / �/ - j w -,% I ll - . �,_ Y -
`-�� e-�al ,%.\- / \ / - - , - ., 11 \ / /� �_ _7�i " � , 7 - "I � 4 , -
. / I 11 0 I . -3� :3 ��� �fnl_ -, �­_ "' ____� I \ _<1 " � yy �i�* N , ,yf -�, ,,_ i / ;,
,�� - \ \ , , � I - *_ 'r
.
I k I LJ � I" / :_ - 7p��,, - �
8 I ,_ \ -<:\ . N \ ; , � 1;�_ -7 i, / 7 , , , f -,- �
< I '_ 11, �� ) in
I I �--\ , \ I = // I / / �r / 7 -.W�k 1�1 " I
I / /'� .�� _1 , ... . ,
� I
_�_ � I I ip �
- . ,X --'i, \�-- 0 V i � 41 � � I - %�11 I � _-*-�, - . , " 1 /4F � —\I--* -
� i :c ", I i;F, ��, I" ) ,_1 ) z /I - J/0 "A N \ ,�-, 1
-1 m I - I - � -I � " " � I ��, - , O.S, , j I �. 4 1 * � ,%'\ - "v / ',� b�e ,� jzl �1_ I
� �, 11 __ -_ , , � I
,/ �\ , , , //,7, k\ ,I DE I
I I 0 � - I "', � \ , , ', 9* , _,,/ - --- -"D. I . 1�
11i \,, . �,N,\ "? , . , -------- I ,% ,
I 1, 0 1 1 ,� , , - -i - - �
,,�� �S 1_1�._, , 'r., , I , I I I . � � / .
� 1,'��, �1, I ", I'll A* -� -wk i , - -V ,� 7;5 ,
11 �? I 0 1, .. , - . 0, , , ,i,>, ! , , 1A , , , )
. , , 1p" 1, 1. 11 , I , " 11� �, ,/ -%,, , IV I OA
" � 4t , ,%
I _', , \ " K", �
c , 10. , '-%,' ­> . , / " % - j 'I '. 7 i, _11i /
I JI ) `%. 1� 1 4 ... ( , I-, . ,� I �` , 11 ," 0/1 . ",\ 11-1 .
"
I I **, '�k - if 1/, - - , - --- �� I I , " 111i�l ­_ - / "'r �/, 1�,�'l v ------- 7--
0. ,�",
� . 11\., I - �Z_ I h­ I , , �,, I
.1# " � 0. I . Ix 1\ , , -
� ,
11 ., , I." ­ . .
. i ; . -0 -, -1 I fflol� 11� " I / v I
i �g / / . � , , _`: - \1 I �. / I , � �� O'�, ;� 0, % lz I 1�1 ; 1111,21, -_ - - N, 'l, I
I , ,1
'O , Y, (, ui , " " , .IF �� I 6 /' � I � zz�pf "'
- '� -,., vi , ,Ile_ - - , , _____ ------, -- , N\ I , 11 -
:5 i� 1j) ,, . 11 %. , : �;,v , �-,.._ - \� / --;; Al
0 - _--_­� I � ,, L_____9__=_-----4 i ,
I ` \ , / ") - \, -p ,,_,� * / 1 .
, .) Ir - . w / . -4-1 � � I 11
-1 ,�-- ,7//, 1 ­,4�1 � '?/W) '��, I �,
Q , , )� :f�-- I N .1 11 6. - � 1 1 il
.- 0- - I 1, I -1 i
, 'r, 4 " I - ;h .1 / . l� I , j
� , I - , " . , ­e� \ N\�\ ,F, - - N:1 I - e -
I � � I 5 Ll I , 11 ____1 Kl, I I , I I � �, / " f i , ­'L i
I / " . /' , 0 --�� �- .\4 -_ - J , - i Alu .- � 5'.. , , / ;! ,
I I ." ,/, _� �e__� I
1 17 -��. ` 11� 6 N� \\1 \1\
� , ",
.4 // -,,, �,, � .-o*" -",* -, I- � �� X "', , , ff "71- . , ,,, .1 : :9� i .4. ,�.
, \1 - -
// i LZ ,�%/ l - . N-, " ,�, ,%, . /., \\ a _1% 6" � I ! I , 11
I ,'� � I . : \ � k 1, -\\ ) _�4 1 �
I 1. I , ; " " " , � , If// j I 1, _V '1/ �
I � 1^11C 41- Lo ___ vi ) I ", ��_4:_- =n.:- I
t 6 11 . . , , , , I � 4- � I --% I I �, 1
7— 7z ( , , v, 11 a . % " �
z / - , L\ * \ , � 1�1
/ i -N,_ / \ \ 11.11� 4, " , T//1 I � #7,z I If -� ,I �
� "��, I , 1\1 - - . vmSS\1 \ , 1\ / , / I V 17� . I ., '/ . �,
,I �, t_____� / 1, V I - - I I
_� � �4 - Ile , 44. , ��, IV I � 14, 4 I I .
! I V) - �V, , .. / I 0`0 p �CONSTR - / ,�� - , , �
-
I j , � / x 1// \ / r— - I \ "" ) 1'�­ - 1()�� I -�11_ 1 7fl* r-.., / ./ ,V1111 I I y " . " , "' , - , A 2. "/ MARINA �i *!r
I V �,/ \ I __, " "" 'i I �, A -�� -ril - , 11� _`F_ � ,I
'I--,<-
"
,
,
I
I -
,
,
,
I , �\\ \ ,
4 *
? -e X ,"! I., A - �
t �, - ,
� , I-, Ai
, , i
j 1/z - , w
'�,_ 0. � �,,, k.,,,p�,,
11. I L loo ;/ V, z ; �,\,�,, " -
1711� - �1 f S , Y,
t *7!!�, ��,� ,f , y .�_
1� �
,
L 4; ,
li )
Z_ -1 - . 1��
I I � � � �/ . I I--- I i , . - I 11, _IUc D, .1 , 1� 11 �__ li �
/ �; 1_� 1_1 I 7/,� I I I '1% �� 1_�'�
1 *4� /' ��.�__1_1_11___j_ I - A - Aw, N� - . Z %, �-!-_ -4 li� � i �
I I. I .
i 'IQ . -- � � � I 11�1_ - � \-� , , ,, SI/l/ 1 '5 SLIPS PROPOSED ' �� , - ,
I i ;),\,\ I i�z/, / , ,V A- n? > 11 , -_
-N , I _1_"__�,___ _..__jm�_ ',�, \ "bq /- / ;- � 2 , J�
I i j & . I a . I If ./ , l, - - 01 9 '1.�� I - � -%-,,, AD / i , 11 � , I
� ­- _____z_ -<�", " TJF/ ", --,.---;- \ -- " '�', , 41� f
, " �� __­, I ,I,v / - _� - 9 -, _"' - - I . , I
I 1 41 1 1 ,� , , '�' EIA-S E_ " ,
k__ �, I �� . - a , ,\ ,
i i / I / / I . V � i I k 7%,,: ��, f 41 i I / _w , �
\ �,ffls!111 / N, " I
, , \1 __ I - ��,/ m, ^ 1,
,
I �', ; � , I
I _r, / A I 11 117 , -1 E19 4,* I 44 j (_). Q I / I I I ! � � , - . , I, -% ", 1 Z 0 , -V , , , I I ,
� 11 . *I � 0 ,V , t,
I = I . I A , 1� I ,
- . A , ; f / I - - F.c,m,
� � /' Z�_� �_// /f I - - . "'lil-) ; ! VII14 IVIII __ / / a - , I I - . y
.
. I . I / ";; 0 / , � p ' 7� 121 / 11 I i o 4 1 1i -:-- " 11 . ! -I - - . �,�_ I � , I' � , fl n " ___--k� IX7 '17 . 'm N, f 40' '/ II� _46 ,.46 ','). � A I - N" : ,
I g� I I � 11 _` 4;1' c / ! n w � I 4 I � I ; I - .. C) � I , � I 1% , I P, __ N
I ir , � - i . ,591�' ?.I � � .�,' . . / I
.. I :z _�_,I;z ' ( I � I
. I . , i) 2 - I . 1 61 1-_ _�� I; -1 ,/ . it. L_ . I : I -1 � / * I.,
. V) ( , - : 1� - :I I ,,, , - &
, I --- � I :f ) . ') . I - :i_-�� " -1 't / 71 4 "� , � I -_v
I ! - 1 :3 . 6 I *.� , - .!i(I/ - I - . fr_ I ; ff A 4r .. - -
I = i I I ( o _� 0 Ix Jf -,
. I . � it I W � i I I � 1i - !,C . � DE I ,
., I I - 1111`�, - " 0 , 'If " ,
I S �R I ;;�� 0 11 - 11 : I z � " / /,,* , I I
I 11 � E . I I � zt "' I _! il. I i
, 6 � , I I .. : ,------� -�--` - I I - If -, - - � n -�
I ze 11� ; If W,
i I I " _ , I I I i ::: Y : I — . �_­ �� 21!!, 11, ."� - ! ,� I or "I - a I I
I - I T / I I .., ,� i
- �� - � . , La III _-,
11 � .,- — ::1 .. '. � - - A z i i
I - L, z � -0 j I I w X 7' I I/ Z�, - - 11\ , I -1 - � I
.
/ - - I LU C � I _. I Y j�4, .4, 4 F" a �, _. -, ,z f 4 V .-- I (
=1 - I ,I I
- ; 1 - 1\ " . I
, !
I i 11 I'll �� I 1 1 ) co cr - 1� 4 . D —_ L-1- - V1 7 1 1 .S e , If ,I � I I A Ii I R I ;
I � 4 -1 ; - a ______ . 11 � ./ '*- ,-./ I 1 -12� j , I
I \_� - In I I
,,,-' a I . ,� I - . 'I- 1 '15�1� "� I i j '.e 11 ---y
� I ­ F Z I z ., I � ) I I /, \ ,
­ j
I t / [I / �� z 2 �_ " , \
,
_: V I ix ) .. _- I - ____i� 0 - L_ - � " , I �, 1,� "I I / Legend
,
! I'll \\ / \ v / i I - - - 1 , i S '� 1_� - I N � , 1, i 'I
. ,
0 �_ ___� I I U, ; , ; , : 1� I ,\, EJ.P. EXISTING IRON PIPE
1 4 _� ,; t -_ �. I " it
= 0 _1 I 9 /',-� ____1 -
" �,I,o- " A i I - 4 0 1 �__ _____ - '4�' `,� *-I'%- [I ., , ': 1, 4 / il E.C�M. - EXISTING CONCRETE MONUMENT
I I /I - ,--,- ,\ . .1 I � H 0 � --- 01 , I � E.I.R. EXIST1NG IRON RE9AR
i . � I . k<
! � 11. I :1 z i ___-, .S. - I , . I
i I � ? f __�_! +/4 , ,' � Ill E.P.K.N. EXISTING P.K. NAIL
I Ir I%*-- -_ t� �k - � 'A I , ­ .. 11 IF 11 Fn I 1, --- _. - I'll 1 1,5 , , ,
I 1� ." - . 1- i��� � '.
0 " % " ___ I ____ I _. t:,:�, , I - A� E.RR.S. EXISTING RAILROAD SPIKE
,
, 4; __ L_ - , w. PHASE 11 ii , ,
'I ..Aoc 'x\ . " //1 0 A Por cl ____ . �7, ,/I/,
I I \� I - �/ j I I ( -if � v j ,e,- ! �c \ I , I ;
I / � i 9 *.* `1 t" I -,, 0, , 11 E,A. EXISTING AXLE
i ; / 1 4 4 j . , I 0 -� I >\ .0, - - , - ; --- -_ --, I \11 1"'�
, �/ I � _� i � ___ .
_ - - . t 1 1 1
/�,_ , /i � III 4 1, ,_
I . � I v " � _1�1� , - i I '; I � I � I",
. j " I #/ . ,
�
= I , I I . � I " I ,h) ____1 11,
, ======.z_ ,
I A, \ k =� . \ � - I _11�1 f ! . ... I . I � -; If
I - \ I ,
I �X' , I I i - C . - SQUAR - ?4 dz.� 't
. -=�I.
I 1� � , \ \'� �, ; . , I r, -- I , "I 11. — —
I ' ASY46 i � \ — I I i - f ----,-
\ I 9 % __ ; 11 i N I -
w=v& Oak 1 - ! �
j I I 1 '42 �i l!!l I : _.
11 - ,; \\ m 11,N 1� ll� I 0.9 �w . i I I * 1.1 I I Ili - '94��jj
� � 1j4 r — I'��. - y .r, � Q
I I FP,2, ) ;=: I I _7 I - ,,, � \ I Y y I . Aftly 0. S. KENSINGTON PL N CE (40, RI I v .
\ LU F 1"III"I""'I'l —5 \ . I
I 11 1�_ , I
, I ; �1
t - % 1-1 I lop N I I . I -, I ----------------- —_ ,,�.
,� N -f -,! rp / , I L�_, _.- - - - - T, - - , - -
i 7: ,� 7"r I 1 �6 , \ — L_ I T — 31 — I] , — I - - - �
� � `1 - , �/ \ / " 'Q�-� - - - -1 '!�_ - -
� i �� \ \ 5 � - - , , I , 1� -w ,35J-47. � - - -
) , � � V ,��\a \ -_ __ - &
1 2� -Ij - -_-_ ­ - vi " .11� , .14 �- - REMMS F OLD i J_ ___ - __
\ - I \ --- -_ , 1.
tu . � 0 / 6 V I- WIRE E - __w Ily -__ p �
0, I 11 LQ 1 4r / " 1 .W�3- - - lb _ -- ;
__\ I .. - 3;, / . � / I . - I ___/ --,q / I �� �, 6 , � - - - ; 00 I J --- - I, �A
I w:_�, —_ - - III � I � 4: 41 - � � I t 1� � %-\ - - - - --- ,1 -_ I I I :1 7 - - 0._,� " I
I " T E]6-1 \ w S .# . . I � � Itt f -1-0 -­__ -_ ­- - "a,
I I CIO j I- -1 I 1, -
I I # . - , v ^ 'r-
-
I \ " - � 4 a i I I i *"`-9.�,,.,,1.1,,, __�,_ �4116 - � -,---- 6 L;�i�
� __ - ��, Do-
, 'w� L-1 I I I I 1. 'I, I , . 7-1.,y * v 1, - - -
I l. I &L t \ � �__ # ��4, 'Ir ___ I ___ I �.::*�_
67 f ) j
I I I I I . /' 1--, � � " / -) FPZ=6
I I 1,_', _� I I .1
Ict ________1
r v - , 1 7�,41 - - , "
-4� �� w -- / _­ Is �,', I -1
I
I �_?k � I I \ .-Zr It— / i9:__Q , 10� ^
. 1 .362� 1 2
WHITE OAK
FLEXIBLE R.R. P.U.D.
13�05.02-56-7280
6305.02-55-4628
6305.04-84-1254
R. A. NORTH DEVELOPMENT, INC.
110 MATTHEWS STATION ST.
SUITE 2D
MATTHEWS, NC 28105
[phone]
R� A. NORTH DEVELOPMENT, INC.
110 MATTHEWS STATION ST.
SUITE 2D
MATTHEWS, NC 28105
[phone]
287.35 ACRES
2�9 UN[TS/ACRE
287.35 ACRES
28.74 ACRES
6,40 ACRES
252.21 ACRES
i._2.9 UNITS
731 UNITS
170.67 AC
274 UNITS
t6l UNITS/ACRE
11 6.68 AC
251 UNITS 1
2,15 UNITS/ACRE
287-35 AC
525 UNITS
1.83 VNITS/ACRE
0 AC
100.71 AC (35.05%)
22,723'
27�74 AC
_1
�
141�
_� , -
-1 I I � 11 . I I . , \ \ , I ,� �ib � 0 1
1 p A , ', , , . -14 �___
11 � i -j , ( / I , , 4b -I- , I - m � - � I , � _. �
__ / ,�� .P,,
� 4f '. " �� I -_ .
I'll -_ .-, I _+_11 " 3� j _'! I / / , ­ I t- 1, z -m / f I , __;;_-�cll:�7__
I I 11. t= I I ,�,/ - C, I i � ,-\ , I . . I-,,'-, ...
I . ! - � 0 , �, 1_.__, I . I
I � \ Z U "-------- I 1, - , / I ; 10- jAk
.4v \,1 * � I \1 - f
---.----- -
CERTIRCATE OF PURPOSE OF PLAT I
I
i
!
THIS SURVE", ­REAIES A SUBDIVISION OF LAND WITHIN THE jURISDICTIONAL A ri*10FRIII,
CARTERET CGUNTY AND THAT THE COUNTY HAS AN ORDINANCE " � L, I F
�� i-i
PARCELS OF �_AND,
2:Qq111 111** ­*­..
—.,-,--
I- ,--,� 11
li ,2
%,
.;* k.� ." ov ,I
,_
. SIGNED:
I - ___��� z
1 __
! 'YOR :
5
SEAL
..
.
*z L- 1 772
.
—
I �
-.7- oX'.41-
1 -;
-/ 7 7Z. -
.
'.'� 'r 0
, _�
ov V % �D � ,
I - A 1�1
SU54 -
DATE.Jig
. I
- .
0 -
" ...
....... .
;��. .
1�, -,, I ,.� .9 I .. / .i� ; I
I i I S j, ---- I I t.7 i k
I I ., I _� l ,; 6 81
I � , ,,, � - � I I
I __ - � ; � ` ! 11!�, .
� . " - ; �� I .. � %. . . I ­­...... I
� : "',t - " . 11 - ,_�
�, . 1*�Q -
�4�� -1, , I ft�
- . I , z �
j . , I "­ - - - I I /
I , . - / � " k , � ap; I '. ; " . -1
0 1 � -1
i l i � ______, , - -,- , , - ,I I I'll, ! i // I , 1 44. .,, - 0 ,iav of 0 0-�
f, . � N
P.- 10.1 t " It, .00 I �� - , _? , ; - / Eiled fqr registration ' T'j''v `:Iia41__,a0X!z_.
. 111��-n , i
I � \ �\ . " , Ir. � . j. . ,_ ."
I ! r- �_ 140 --a' � I , _/
. � ----, - -,�,, �. 11N , , �� �
. I
1, . .� " �­ ! / ed 2Le, 't -,-. * It
- I , ,,,�
. � ig�,�,_ I , _� N I - I ,�, � / . in - c,� -
I ': �, 1. - . - � , / ,,,;�,S, and recoW, - -ounty. North
. 1 �_4, e. - . -, �t - _. / . ,,.amarej 1,
�
. , ;� , ,5g v oil �- I ot the Reoister of Dee_N,-,2:,
� D,�gl� � , - L_�) I .
. . !L1 _� , , , / - office
- li - , � , /__ / �
8': , - . .
"I -
- 1� �:2 P. . I
. - � Ll . �, . .- ,.-_ � - , . 200' 1 00' 0 2W 400' 600' Carolim - .
. - ,j, ,�" "/, " .-.A , mie Arthur . �
: v ,� � . Melc
= - �;�i � I ,��
zl.,� -Z �� � 11 / ,z/-' I . I . Register of Deeds
. � � � "', , / r%=7�m"mm"Imimmmmmmilimmmm"
.rzo . � � � �
. . -Ift % � �,__', / . .
% 0. I
��
P. ��'.1,0;11_
! � SCALE.- 1"= 200'
� (_I \_t.� I'
'14_1;�� I/
S.I.P.
SET IRON PIPE
S.C�M,
SET CONCRETE MONUMENT
I
S.P.K.N�
SET P.K. NAIL
,., \ � I
. ,�,, i
". i (
(i
R/W
CENTERUNE
RIGHT OF WAY
\ � / l �
R
RADIUS
; It; .� \ *--�_ I /
A
ARC
I 1;
"
&F.
SQUARE FEET
,_� /
. v
M.B.
MAP BOOK �
�
____ I
I
D.B.
DEED BOOK
7
A.E.C.
AREA OF ENVIRONMENTAL CONCERN
*_Z��
i<_ vp r1v1_
,
.
flul CONCRETE MONUMENT
, , -
;
'a��_
—
I I
.,:-,::.*.* ...............
� ...
.
... .
,
nft_�_� -1 ,,*
:Stz:-z -
1,��7
­ .....................
4U4 'WETLANDS (WITH MARSH)
__ 1
- - �
, /�-
- - �� - - I 1 ./
-
----------
LIMITS OF CAMA VEGETATION LINE
- � � 11 �
I
� .... I
I'll, '.
- - I 11 I
- I i1i
— - . -
- . — MEAN HIGH WATER (MHW)
- . - I- "I
:,,p � �/ I
^^-'�
TREE LINE
I- �
- �
- ",
- ,�,, � -
- ,
- '' - ''
- -- - 30- CAMA SETBACK NWHI
,�
I * I �z,�,,
z- , W 0 , .
11� -
- - - -
- - 75' AEC �
1. �4 �
� 'j -11 I I
.
, ,
z:1 , , / ,� 4,
Z, I -
— —
— 575' ORW
zw. :: 112
ii. , - I
! �
I - -
— PROPOSED RIGHT OF WAY
,
31 J, c ��
. 1: , ;,;,
,ei - � I
1- il
I , I
- - - - - - - - - - - - EXISTING CONTOUR MAJOR
. .
i , " "
� v �
/ 4
- - - - - - - - - - - - EXISTING CONTOUR MINOR
/ 3
! �
: %,
i
PROPOSED CONTOUR MAJOR
I -
- � ­_ PROPOSED CONTOUR MINOR
S8
.
— MINIMUM BUILDING SET13AC . K LINE
0
LIJ
>
0
ry
a-
CL
<
Ljj
I'_
<
0
z cl)
0 >
I'_ Ld
1-
ly- ctf
0
(41
LLJ
0
,
6
z
fj#* �2
LO
�7
IN- LO
cn
co
C.40) 6
CD
L&j x
Z
III— ;�;
c�
� Lc.%
�
= Ui
cr3
CD
.
c..m.) m
m
�_�_��
C-1
521111111i c::l
--a vl;p
I*-
�_fiwlm
_=
=IN . LM
.T
cts
mc Ix
-
cm 2
mm% a
. =
c*
4)
- _-
<
�
,
c
Q
0
(=�
�_
Lo I
PROJECT NO: 18P5 L
DATE: 10/3/05 �
�
DESIGN BY: JDAVIS ARCH.
I
, .
-
CHECKED BY- �IPH
APPROVED BY: J1H
SCALE: 1 " _- 20 Y
DRAWING NO.,
_L�_
SHEET 1 OF 8 1
FP2-1
� —3 C) —zf�> ----s :
& ­­­­ ,­ �. ­

PAVEMENT DESIGN
2" 1-2
6" ABC
_ 20' PRIVATE R/W, 16' E-E ALLEY SECTION
SCALE: NTS
PAVEMENT DESIGN
2" 1-2
6" ABC
FT Fr
CUL-UL-SAG
75' CUL-DE-SAC
SCALE: NTS
Z
J
........ ... 3
PAVEMENT DESIGN PAVEMENT DESIGN
24" CURB 2" 1-2 24" CURB 2" 1-2 24' CURB
AND GUTTER 6" ABC AND GUTTER
��A 6" ABC AND GUTTER
I/4' PER FT I/4' PAN F7 1/4- PER FF �� y,N".�\N 1Ay.,,._ /4 PBt Ff 1/4' PER :T 1 4' 1/4�_
�� ---�-'j-----'-„ (-- '-AFT
°.ARIABLE WIDTH PRIVATE R/W,16' F-F STREET SECTION
SCALE: NTS
24" CURB
AND GUTTER
1.0'-,
PAVEMENT DESIGN
2" 1-2
6" ABC
24" CURB
AND GUTTER
5'
4.0'
4.0' 1
5'
IDEWALK r
rSIDEWALK
30'
ROADWAY (F-F)
50'
PRIVATE RIGHT OF WAY
co
Lij
MO Q
c ���^^
C/)
O
_U
Q
� Q
50' PRIVATE R/W, 30' F-F STR'LL i 6LL'MON
SCALE: NTS
PAVEMENT DESIGN
24" CURB 2" 1-2 24" CURB
AND GUTTER 6" ABC R AND GUTTER
24" CURB
AND GUTTER
I/e — rr
40' PRIVATE R/W, 30' F-F STREET SECTION
SCALE: NTS
PAVEMENT DESIGN
2" 1-2
6" ABC
40' PRIVATE R/W; 30' F-E STREET SECTIOI`�
SCALE: NTS
PAVEMENT DESIGN
24" CURB 2" 1-2
AND GUTTER 6" ABC
\
5' j
3.0'
3.0'
5'
-SIDEWALK
24'
SIDEWALK
ROADWAY (F-F)
I,
PRIVATE RIGHT OF WAY
-0' PRIVA iE R/W, 24' F-F STREET SECTION
SCALE: NTS
PAVEMENT DESIGN
2" 1-2
- 6" ABC
C)
W
O
0_
a-
IZ
Q
p
110
G
Lf)
z
O
MCC0
U
z
t
O
O
U7
U>
Q
O
6
w
c
C
co
O
Ln
:3 Q
(O c: a w
0
w z
o i-
O 0- c 00 w
0.0
> cn z X
f cn o
cu � Q
4-JIS
�
ru O 2 C W
0) O ��
• � J
O
Q9 0
9 ?001
��..
PROJE NO: 1895
DATE: NAY 17, 2005
DESIGN BY:
DRAWN BY: WIN
CHECKED BY: CH
APPRO ED BY: CH
SCALE: 1 " = 200'
DRAWIN 3 NO.: 006
SHEET 1 OF 1
006

P
J QP.�P�� ,O
G
NOTE :
(1)
Developable areas are defined as the upland areas plus 100 feet
into wetland
are(s.
(2)
Drainage area
inside ORW line consist of 54.41 developable acres
and drains
to Bogue Sound (SA Waters).
(3)
Drainage area
TOTAL consist of 252.28 developable acres and drains to Sikes
Cree< (SA Waters).
(4)
There are two
existing barnes and one house on the site totaling
3800 sf of
impfrvious area.
(5)
There is an existing
gravel road on the site totaling 25600 sf of
impervious area.
(6)
The structures,
foundations and roads will be demolished and removed
during
consruction.
LEGEND
Property Line
- Development Area Inside ORW Line
Total Development Area
Undevelopable areas
200' 100' 0 200' 400' 600'
SCALE: 1" = 200'
0
\w
O
ry
o_
a_
Q
L0
O w
v Q
w o
Q z (n
w
O
O a W
z ry ry
Q U)
ry w
0 0
r�
I
w
O
z
N
I
w
F—
O
z
o
z
w
L0
N
w
w
<
z
�
Q
n
z
(-0
LC)
V
m
0
3�:
V
w
z
PROD
CT NO: 1895
DATE:
APRIL 27, 2005
DESIGN
BY: WIN
DRAW
BY: WIN
CHEC
<ED BY: CH
APPR
VED BY:
SCAL
: 1 " = 200'
DRA1 G NO.: 003
SHELU 1 OF
M

N
NOTE :
(1) The contour lines are derived from LIDAR and modified with field elevation checks
LEGEND :
Property Line
Development Area Inside ORW Line
Total Development Area
200' 100' 0 200' 400' 600'
SCALE: 1" = 200'
0 M4
:., 010
SIKES
MHW LINE
0
K
1
a
,, I JELL
iAy 1 1 1005
P
y
P
,
V
sell*
OP
J
V
QO ��
V
\ gate .,..
LIZ
w
Q0
00
4
z��
Ln
N
d-
N
Q
z
cD
C
N
LC)
V
O
o
m
LLJ
ilv
z
O
�
W
M
_
U)
O
Cn
O
C
O
oo
N
w
0
O
1--
Ica�
U
�
O
z
�
U
�
N
Cc
�
w
Z
01
O
W
Ur)
O
O
f
U
PROJEC NO: 1895
DATE: A
RIL 27, 2005
DESIGN
BY: WIN
DRAWN
Y: WIN
CHECKED
BY: CH
APPROVED
BY:
SCALE:
1 " = 200'
DRAWIN
SHEET
NO.: 002
1 OF 1
NT

5�O F-0
NOTE :
(1) Major collector roads will be 24 feet wide.
(2) Subdivision roads will be 20 feet wide.
(3) Roadway alleys will be 16 feet wide.
(4) The runoff from all impervious surfaces will be directed away from surface waters to the extent practicable.
(5) A minimum 30' wide vegetated buffer will be maintained between all impervious surfaces and the normal highwater line.
(6) Roof drains must terminate at least 30 feet from the mean high water mark.
LEGEND :
Property Line
Development Area Inside ORW Line
Total Development Area
'=2 `
3200 sq.ft vested impervious area
>= =
3080 sq.ft vested impervious area
2680 sq.ft vested impervious area
30' BUFFER
200' 100' 0 200' 400' 600'
SCALE: 1" = 200'
I
1
1
1
AUG 16 2007
PROD # S�G8o s0s/6:7
APPRO ED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT CO AMISSION
DIVISION OF WATER QUALITY
22-AUG- ZOO-4
0
W
_
_
=
O
U
U
U
Q
r-
"
1-1
�
W
Q
O
\
0
in
0
Z
Cif
V)
a_
D
O
0
=
Z
Q
m
W
Z
�
U
O
LL-
ll
0
O
Q
w
U
W
U
Q
W
0
W
O
r
�
Q
LL-
W
a
m
W
H
0
a
0
0
a
Q
N
-
C.;I Z
z
O
U)
'LLJ
1 �
w
w0000
Ln
N
�J-
N
�R
v
Cr-
U
N
wLv
3:
z
-
Q
rzcfl
C�
�
N
v
(�
m
N
Q
LLJ
z
W
�Ln 0
O
O
c-
000
Q
J
�U
O
4-J I
fo
> U) z
4� �
vi
o
(D N
Q
=
Q
O
ry
C
C:fu
10
U
? PROJEC NO: 1895
DATE: A' RIL 27, 2005
DESIGN Y: WIN
DRAWN Y: WIN
CHECKE BY: CH
;APPROV D BY:
SCALE: 11 " = 200'
DRAWING NO.: 004
SHEET 1 OF
P\P
4

200' 100' 0 200' 400' 600'
SCALE: 1" = 200'
/ /
OF -- -
/ 1
1
VARIES
TYPICAL GRASS—SWALE PLAN
SCALE : J" = 1'
PLO
11
1
�
1
I
1
Pao
II
♦`
I
� ,
/
PLO
°s.
TYPICAL GRASS-SWALE CROSS-SECTION
MINIMUM LENGTH OF 100' WITH 5:1 SIDE SLOPES
VEGETATE SWALES WITH BERMUDA GRASS
10'
TOP OF WATER
5 : 1 MIN`M�
5 : MINIMUM vaR�ns�E
SCALE
Remove all trees, brush, stumps and other objectionable material from the foundation area and dispose
of properly. Excavate the Swale and shape it to neat lines and dimensions shown on the plans plus a
0.2' over cut around the Swale perimeter to allow for bulking during seedbed preparations and sod
buildup. Rmeove and properly dispose of all excess soil so that surface water may enter the swole
freeely.
During the establishment period, check grass lined swoles after every rainfall. After grass is established,
periodically check the Swale; check it after every heavy rainfall event. immediately make repairs. It is
perticularly important to check the Swale outlet and all road crossings for bank stability and evidence of
piping or scour holes. Remove all significent sediment accumulations to maintain the designed carrying
capacity. Keep the grass in a healthy, vigorous condition at all times, since it is the primary erosion
protection for the Swale.
05'
5
1
1
1
1 v
1
1
„
,
r
I r
, r
, , r
1 , r
SIKES CREK
I j i
, r
I "A r
1
I j r
r
,
r
,
'
,
J
PS�P�
9
GU
1
----------
-------
C0
LJ
r
i
,
/
0
w
O
U
U
Q
r-
L0
0
0
L
w
Q
V)
w
Q
(n
z
w
Q.
I�
cr-
O
Z
0
O
W
z
Liw
<
Q
_Z
J
C)
�
O
w
0
L L-
w
Z
U
U
<
Z
cn
w
�
a
�
0
J
a
z
LL-
�
o
Q
N
O
CD
W
°°
Ln
Ln
�
N
�
N
�
U
N
W
z
Q
z
CC)
I)
ry
N
�I
M
o
V
L -i
z
CIO
W
Q
O
a
w
l
V^)
U
Q
Ln
W
Q
o_
W
ry
o
O
M
o
. _
�'
00
N
W
U
a.-J
> �
z
fu
Q)
(ll
O
+'
+
w
Q
7E
Ul
U
W
in
(n
fu
U
�
CD
PROJEC
NO:
1895
DATE: ARIL
27, 2005
DESIGN
Y:
CH
DRAWN I
Y: WIN
CHECKE
BY:
CH
APPROV
D BY:
SCALE:
1 " =
200'
DRAWING
NO.:
004
SHEET
1
OF
1

A
60
4,
14�
0�' W
X,
A0
QUO
ci
b
10,
-P
tK
A
. . . . . . . . . .
N
cr
Cr. .. .... I
Dt-J
y U,
V
10
P.
NJ
e
•
cr
lip . . . . . .
O
0
7:
A'k
O ,A.
4L
. . . .......
NOTE
'VU
(1 ) Major collector roads will be 24 feet wide.
6
(2) Subdivision roads will be 20 feet wide. &
SIKES CREEK
y.
O
o.
'sry.
Cr-.
o.
to
O
s.
370 -444
q4
44
55
8 Jr
55
O
381.
_5
Lf
C7-
J85
yy
386 46
RF
3.
Ne
o•:
co
Ir
Liu
co
0
Ld
0
6
0-
<
(D
LO
0
0
1-1
LLI
00
CN
0
z
S2
Of
<
0-
U)
<
0
Ld
C)
0
LL.
>
LA-
o-
LL1
0
af
�
V)
C)
Lu
V)
-i
LLI
<
C)
V)
>-
LLJ0
rr
<
-
LL
LL-
LA
F--
V)
<
o
r1r)
co
00
LO
I--
co
LLJ
7-
<
CN
LL1
L(-) -
%4
-
M
CN
Q
0
w
0
=3
01
U)
Lr)
0
0
0
C
0
00
(\J
- 4-0
10
4-0
(-)
0
4-J
fu
U)
z
Cn
d'
Cl)
0
z
4-J
fu CO
(3) Roadway alleys will be 16 feet wide.
1CP
(4) The runoff from all impervious surfaces will be directed away from surface waters b tie extent practicable. 0 0
(5) A minimum 30' wide vegetated buffer will be maintained between all impervious surfaces and the normal highwater line.
J
(6) Roof drains must terminate at least 30 feet from the mean high water mark.
sell,*
LEGEND
C,
Property Line �' :314 O
Development Area Inside ORW Line -2- 3
Total Development Area
O
3200 sq.ft vested impervious area
4-
4
3080 sq.ft vested impervious area
200' 1000 200' 400' 600'
2680 sq.ft vested impervious area
SCALE: 1 200'
30' BUFFER
ripm
0
PROJECT NO: 1895
�'` . 5 Q,
DATE: AFRIL 27, 2005
V
DESIGN BY: WIN
C-111Y DRAWN BY: WIN
0 7 7 le 6 CHECKEP BY: CH
L APPROVE-D BY:
ti
SCALE: 1 200'
R (7,1 F-IV�ED DRAWING NO.: 004
E C a
JAN 3 Z006 SHEET II1 OF 1
,,� 004

05"
05.
TYPICAL SWALE CROSS-SECTION \�
MINIMUM LENGTH OF 100' WITH 5:1 SIDE SLOPES f
VEGETATE SWALES WITH BERMUDA GRASS
10' o
)P OF WATER
SCALE : I" = 1'
Remove all trees, brush, stumps and other objectionable material from the foundation area and dispose
of properly. Excavate the swale and shape it to neat lines and dimensions shown on the plans plus a
0.2' over cut around the swale perimeter to allow for bulking during seedbed preparations and sod
buildup. Rmeove and properly dispose of all excess soil so that surface water may enter the swale
freeely.
During the establishment period, check grass lined swales after every rainfall. After grass is established,
periodically check the swale; check it after every heavy rainfall event. immediately make repairs. It is
perticularly important to check the swale outlet and all road crossings for bank stability and evidence of
piping or scour holes. Remove all significent sediment accumulations to maintain the designed carrying
capacity. Keep the grass in a healthy, vigorous condition at all times, since it is the primary erosion
protection for the swale.
,
200' 100' 0 200' 400' 600'
SCALE: 1" = 200'
05'
05.
,d
A )
Q
05.
Q
v
o�
SIKES CREEK
K�
Q°
to
W
co
1z
LJJ
co
0
W
= o
U �
Q
L0
O W
Q
u7
Ld
J
Q
z
o
U z U7
� o —
z a_ W
0
Q � ry
w cn
z_ w
J �
W
0
W
0
Q
Z_
Q
0
0
0
Q
co
z
1`4-)
CD
"fit
00
L0
W
�
00
L)
N
d
rR
N
w
z
Q
n-
z
r�
LLJ
Ln
1I
O
omN
0_
�
v
W
z
W
0 a W
U)
a)z
S Ln W Q
�
a1 E o o
0 C
w
0 .o _
m co
4-J > � z
fu
Q 2 CO w J
UIz p W
•� �Q
0Q
(� Q
0
PROJ T NO: 1895
DATE: JAPRIL 27, 2005
DESIGN BY: CH
DRAWN BY: W I N
CHECKED BY: CH
APPROVED BY:
SCALE 1" = 200'
DRAWING NO.: 004
SHEET 1 OF 1
005

!�y
L Ax
61
b
Nib
SIKES CREEK r
Q3
N, pp,
P,
NO
j.
s.
•
O
N�V.
N
05- M....
s.
Gl
t.
45�
349
r.
.. . .. . . . . . .
NQ
C%4 c-Q -C-1
j.
100
IC4
481
A N
f.
•
V 77
NOTE
(1) Major collector roads will be 24 feet wide. A
(2) Subdivision roads will be 20 feet wide.
(3) Roadway alleys will be 16 feet wide.
ovc : ` O
-
(4) The runoff from all impervious surfaces will be directed away from surface waters to the extent practicable.
JV
U
(5) A minimum 30' wide vegetated buffer will be maintained between all impervious surfaces and the normal highwater line.
3
(6) Roof drains must terminate at least 30 feet from the mean high water mark. 32 O � qt �p��i
ri
LEGEND 1 �_ $ Q P
NcOy
Property Line _': - \ O —.J
Development Area Inside ORW Line
0
Total Development Area
C ED 3
3200 sq.ft vested impervious area�. ; �313 P
b; /005
M A Y 1 9 0
3080 sq.ft vested impervious area B-X.
200100' 0 200' 400' 600' ob
2680 sq.ft vested impervious area
30' BUFFER SCALE: 1 200' '` P
0
Ld
0
0-
0 Ld
Ln
00
Ln
r-
L0
00
N
LLJ
<
Q0
C)
N
Ln
•
U
M
CL
LLJ
-0
C
D
0
all
U)
C:
41
D
E
Ln
0
0
0
CL
0
C: 0 O�O
(\J
M
757
.
—cu z -4
4
04-J>(40
—J
0
U)
Cn
C)
z
4-J
0
2 Co
Z>
0Cn
<
to
0
0
C)
U
V)
PROtJE,'T
NO: 1895
DATE:
APRIL 27, 2005
DESIG
BY: WIN
DRAWN
BY:
WIN
CHECk,
- D BY: CH
APPR
'VED
BY:
SCALE
1 " = 200'
DRAWl
G NO.: 004
SHEET
1
OF
1
z
V
V6

CROATAN NATIONAL FOREST
N.C. 24
o w
Site
0 m
l
�o
to
BOGUE SOUND
Vicinity CORNER NOT FOUND
Map 'ntS DUE TO ACCESS CHANNEL
r3
a^
� M
h
h�
Bogue Sound
APPROX. HIGH
WATER LINE
Bogue Sound
APPROX. HIGH
WATER LINE
Bogue Sound
Legend
E.C.M.
I
WETLAND AREA "C"
E.I.P.
EXISTING
IRON PIPE
E.C.M.
EXISTING
CONCRETE MONUMENT
E.I.R.
EXISTING
IRON REBAR
E.P.K.N.
EXISTING
P.K. NAIL
E.RR.S.
EXISTING
RAILROAD SPIKE
E.A.
EXISTING
AXLE
S.I.P.
SET IRON
PIPE
S.C.M.
SET CONCRETE MONUMENT
S.P.K.N.
SET P.K.
NAIL
CENTERLINE
R/W RIGHT OF WAY
R RADIUS
A ARC
M.B.S.L. MINIMUM BUILDING SETBACK LINE
S.F. SQUARE FEET
M.B. MAP BOOK
D.B. DEED BOOK
A.E.C. AREA OF ENVIRONMENTAL CONCERN
r� E.I.P.
EXISTING MARINA AND
ACCESS CHANNEL
(CONCRETE AND ARCHITECTUA_
BLOCK BULKHEAD)
ti 09.
S6So
°0s•
WATER EDGE OF
CONCRETE AND BLOCK
BULKHEAD
WETLAND AREA
TOTAL LINEAR FEET = 18,235.43 FT
SEE SHEET#003 & 004 FOR DETAIL
Alton R. Rouse
P.I.N. 6305.03-44-8635
OLD WIRE FENCE
ALONG LINES -
WETLAND MEASUREMENTS NOTE
ACCURATE 404 WETLANDS CERTIFICATION FOR USACOE SURVEY APPROVAL
"This certifies that this copy of
this
plat accuracy depicts the boundary to the jurisdiction of
Section 404 of
the Clean Water
Act
under the present lay and regulations as determined by the
undersigned on
this date.
Unless there is
a change in the
law
or our published regulations, this determination of Section
404 jurisdiction
may be relied upon
for a period not to exceed (5) years from this date. This
determination was
made utilizing
the
1987 Corps of Engineers Wetlands Delineation Manual."
(Name)
(Title)
(Date)
N 2g• z
2
z
w
Z
� so., OD
00
W
Z
W
8;;S 4j'
8
N
Z
Z
O q
Js
.
+ 122'0p.
90.00'
rn
78'g3, ? w rn
2 q.3 TO m
00
19'ty z o N
00'
6
c,. j v,
L.
O _o
O. i,-_ C,
111.00,
� N �
O
N �
i
O �
n
WETLAND
AREA "A"
=
1,701.20 FT
WETLAND
AREA "B"
=
8,041.62 FT
WETLAND
AREA "C"
=
18,235.43 FT
WETLAND
AREA "D"
=
991.60 FT
ISOLATED
WETLAND
#1
= 28,272.57 SQFT
ISOLATED
WETLAND
#2
= 1,761.02 SQFT
ISOLATED
WETLAND
#3
= 22,564.73 SQFT
WETLAND AREA "C"
APPROXIMAT CENTERLIN
OF SMALL UN -NAMED B
ls? S3.
207.90'
N
V) <- S
46'39'39"E �6�'90.45'
�52� W
171.33'
ry
0
w
'
�^
46'41'06"E
,q
N
Z
I
rn
(n W
N
M
N
r*1
J �
o
C
Ut
2g5 DO
APPROXIMATE
CENTERLINEOF
N/F
5 59AA'!50"�
Sue
Bullard
370 °4
P.I.N.
6305.02-76-3489
04
6p5
t
56 90
3"E
S r, 55 39
w G cF,f-
0 5
���• ��,�
SST P
i
APPROXIMATE
CENTERLINE OF
SANDERS CREEK
N/F
HVM P, LU
P.I.N. 6305.02-96-1604
WETLAND AREA "B"
ISOLATED WETLAND #2
ENCLOSED AREA = 1,761.02 SQFT
(APPROX. 0.04 ACRE)
SEE SHEET#005 FOR DETAIL �
ISOLATED 404 WETLANDS CERTIFICATION WITH REFERENCE TO THOSE AREAS SO DETERMINED BY USACOE or
NCDENR-DWQ
"Based upon the current status of U.S. vs Wilson, the Army Corps of Engineers does not at this time
assert jurisdiction over the 1.21 'otal acres of isolated wetlands shown (or located on the referenced
property). In the event the deci bn in Wilson is reserved, the Army Corps will assert jurisdiction over the
referenced isolated area."
(Name) N.C.G.S. STATION
-------------------------------- "WATER"
------- N.A.D. 83 COORDINATES
(Title) - - - _. --------------__- - - - - -
N= 355,885.791 FEET
E= 2,603,013.715 FEET
(Date) ---------------- ---- ------------
z
z
�^! o
,t
+n,�� 7 3O
..� 0 0' des Pro
lob �'10� Ln ''' ALSO KN W o
0 N f S
oo FJ �� /KE 4n d
u, Z S BRANCH AT e SS Creek
Cn z � z EOC'A' O
So A o� � ov CD N
O c0 C Z
Co W
rn o<O rnz
C) .0:
rn�
�p
mo
WETLAND AREA "B"
TOTAL LINEAR FEET = 8,041.62 fT
SEE SHEET#002 FOR DETAIL
ISOLATED WETLAND #1
ENCLOSED AREA = 28,272.57 SQFT
(APPROX. 0.65 ACRE)
SEE SHEET#005 FOR DETAIL
WETLAND AREA "D"
TOTAL LINEAR FEET = 991.60 FT
OF OLD DIRTERLINE PATH SEE SHEET#005 FOR DETAIL
tih ti� \ N
9 � .
6i,�9�5 0
S
HARBOR BAY WETLAND SURVEY
DRAWING LIST
SA "FRS CREEk SHEET#
001
SHEET#
002
SHEET#
003
SHEET#
004
SHEET#
005
APPROXIMATE ^�
CENTERLINE OF OLD rya
DIRT PATH
�0
0.
z
LL ,
��• '
S 06'12'57"W
E.I.P. IN CENTERLINE
INTERSECTION OF DIRT
PATH AND OLD DITC
•1��>•�Ir>ra:r��•�.«r:l��>wl.l�l
S27 S6.
N/F
Viola Licari et aIF
I.N. 6305.02-66-58
N
66'41'51 "E
/l 65.00'
N 23.18'08"w
15.00'
N 65'44'58"E
2806.47'
GRID DISTANCE
WETLAND AREA "A"
TOTAL LINEAR FEET =_ 1,701.20 FT
SEE SHEET#002 FOR, DETAIL
„V
/A-
oWETLAND AREvl�
0
o� �
N.C.G.S. STATICV
"TANK" DISTUIBED
N.A.D.
D 5 83
038 48 I FEETS
E= 2 605 572 `38 FEET
W
W
121
04
w
Q
0
z
Q0
r
Ini44
Oo
ll
L17
�-
G
G
ryUN
Q
<zQ0
%O
'
m
N
O
v
W
z
W
�'38' 14"E,
0
L.L.
171.89'
GRID DISTANCE
N.A.D. 83 COORDINATES`
4.0
N= 356,975.874 FEET
E= 2,605,732.618 FEET
I.
;e Tr,L
O
^^,,
W
ISOLATED WETLa,ND #3
C
.. �;- ,te°: c 'P�LrIY
�z�
Cn
C
00
ENCLOSED AREA = 22,564.73 SQFT
1 6
0
o
N
(APPROX. 0.52 ACRE)
co
V
SEE SHEET#00. FOR DETAIL
5 , �'
4-J
z
('U
�
State of North Carolina
Craven County
I Jack P. Huddle, certify that this map was drawn under my supervation frorr an
actual wetland survey made under my supervision. This map was prepared in
accordance with G.S. 47-30 as amended. Witness my original signature,
registration number and seal this________ day of________,2005.
COVER SHEET
WETLAND
AREA
"A$$
& "B"
WETLAND
AREA
"C"
(PART-1)
WETLAND
AREA
"C"
(PART-2)
WETLAND
AREA
"D"
& ISOLATED WETLANDS
Jack P. Huddle RLS
Registration Number
676 �)
NOTES:
1.) REFERENCE: D.B. 820, PG. 354; NCDOT PROJECT BOOK, PG. 281-283;
AN UNRECORDED PLAT BY POWELL SURVEYING COMPANY ENTITLED SURVEY
FOR STEVE STROUD, DATED MAY 10, 1985; AN UNRECORDED PLAT BY
POWELL SURVEYING COMPANY ENTITLED SURVEY FOR STEVE STROUD, DATED
MARCH 1, 1985; AN UNRECORDED PLAT BY J.P. MCLEAN ENGINEERING
ASSOCIATES ENTITLED PROPERTY SURVEY FOR E. STEPHEN STROUD, DATED
MARCH 5, 1986.
2. TAX P.I.N.: 6305.02-55-4628, 6305.04-84-1254, 6305.02-65-1855.
3. FLOOD ZONES ON PROPERTY ARE ZONE X, AE(EL8), AE(EL9), VE(EL10),
(u
4-J
(�
0)
V)
O
U)
Cc
Cc
p
CID
L
^^''
"W
(a
PER F.I.R.M. 3720630500J, DATED JULY 16, 2003.
4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND
RIGHTS OF WAY OF RECORD PRIOR TO THE DATE OF THIS PLAT.
(o
L
5.) THIS MAP REFLECTS NEW RIGHT OF WAY SHOWN ON NCDOT PROJECT
BOOK, PG. 281-283 AND LOCATED NEAR THE NORTH WEST CORNER OF THIS
TRACT. THIS PROJECT ALSO INDICATES AN EASEMENT FOR DRAINAGE NEAR
, `
v
Q
.E-J
r ^
THE NORTHEAST CORNER OF THIS TRACT. THE TAIL DITCH EXISTS BUT THE
�I J
EASEMENT AS SHOWN ON THE REFERENCE PLAT IS NOT POSSIBLE TO
LOCATE.
PROJECT
NO:
6.) BOUNDARY SURVEY INFORMATION IS TAKEN FROM THE BOUNDARY SURVEY
DONE BY "PRESTIGE LAND SURVEYING P. A. DATED NOVEMBER 9, 2004.
DATE: 02
03/2005
501 W. B. MCLEAN BLVD. CAPE CARTERET-SWANSBORO, N.C. 28584
29
SURVEYED
BY: B HARRELL
7.) A JOINER
7.) ADJOINER INFORMATION FOR THE WEST SIDE OF PROPERTY STARTING AT
N.C. 24 IS AS FOLLOWS: RALPH C. RUSSELL P.I.N. 6305.01-36-8160,
DEBORAH H. SWAIN P.I.N. 6305.01-35-8951, DAVID J. LEONARD P.I.N.
DRAWN B
CHECKED
BY: J HUDDLE
6305.01-35-9883, RICHARD P. BAYLISS P.I.N. 6305.01-35-9687,
6305.01-45-0407.
8.) EXISTING IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED. NO CORNERS
WEERE SET OR FOUND IN CREEKS OR BRANCHES.
APPROVE
BY: J HUDDLE
SCALE:
AS SHOWN
DRAWING
NO.:
SHEET
-6
11 OF 5
200 0 200 400 600
ol
GRAPHIC SCALE IN FEET

l
I
i
1 2
3
4
5
6
7
8 9
10 11 12 13 14 15 16
0
J
'
W
GOD
cc
Q
s
Z
U
B
W
}
J
`
Z
C�
Q
�••`-.�
Z U
M a
cc 2
z
\�
Wa
Ox
��Lu
Z
0, z
TBM
CLL
TOP OF BULKHEAD
6.40 (MLW)
Z W
Lu I�
Q Q Z
O W
I >'
0.8 1.3 4.8 4.5 3.5 1.
0.7 2.3 6.0 1.
0.9 3.3 5.3 6.4 4.8 1.
4.7 5.8
W
J PZ
� •
W Oro W a
>
0.7 3.9 3 7 1.8 fi.3 6.7 7.11 6.8 4.7 1.Z
0.7 3.8 6.1 6.5 6.8 6.8 6.8 6.2 7.7
11
6.3 0.8 6.2 7.0 7.4 7.3 6.9 6.2 7.1 7.4 6.4 8.4 6_1 1.
6.4 7.8 6.1 1.
c�
O
z
� co
(� J cr
1
7.3
0.5 6.2 6.9 7.2 7.1 6.7 7.3
6.0 7.1 7.2 7 2 6.0 1.
6.4 6.7 7.0 7.3 7.3 7.7 7.1 7.2 7.7 8.5 6.9 1.
7.4 7.4 7.5 5.8
W A
W W
Z
O
j
1
6.7 6.8 7.1 8.7
6.9 7.0 7.4 7.6 7.6 7.7 7.8 7.6 7.3 7.1 6.1 1-
6.5 7.2 7.6 7.7 7.9 7.8 8.7.2 8.1 7.5 6.4 5 6 1
7.1 7.4 7.8 7.6 7.7 7.8 7.7 7.4 7'7 7.3 6.3 5.1 1.
6.1
0�
.-.
O ch
j
j
6.5 7.2 7.3 7.6 7.5 7.7 7.7 7.3 7.2 1-
6.6 7.0 7.6 7.7 8.0 8.2 7.4 7.0 77.1 .0 6.0
7.3 7.6 7.7 7.6 7.5 7.2 7.1 6.5 1•
[ R C3
00 Z
Z
O 00
N ? W
1
6.9 6.8 7.2 7.6 6.9 7.1
6.8 6.9 7.0 5.7 1.
7 3 7 5 7.4 6.9 6.8 7.0 6.9 6.9 6.9
7A 7.2 7.4 7.5 7.3 6.8 6.8 6.8 fi.8 6.8 6.7 7.0 6.0 1.
6.8 6.7 1.
JBULKHEAD,--\\
�+
1
1
7.1 6.8
7.2 7.0 6.8 6.8
6.9 7.3 7.5 6.7 6.6 fi' 6.3 1'
5 7.4 2 7.5 6.7 6.9 6.7 6.7 6.8 6.7 6 1 1.
4 7.6 7.3 6.8 6.8 6.6 s.1
D
7.0 7.2 6 7 6.5 6.7
.2 7.0 7.4 7.5 7.3 63 6.8 6.7 6.6 t.
.2 6.8 7.3 7.5 7.5 7.4 6.9 6.8 6.7 6.8 6.5 6.6 6.8 6.4 1•
8 6.7 1.
LU
.1 7.0 7.5 7.4 7.6 7 4 6.9 6 9 6 6.6 6.7 6.3
.3 6,5 6.8 6.9 6.8 63 i.
1 7.4 7.5 7.0 6.6 6,7
7 a 4 7.5 7.0 6.9 6.9 6.6 6 8 6.4 1.
7.1 6.8
.fi 6.9 7.5 7.6 7.4 7.4 7.2 7.1 6.9 6.9 6.6 1.
5.2 7.0 7.5 7.6 7.4 7.3 7.2 6.9 7.0 6.6 6.8 6.2 1•
6.9 6.8 6.6 6.8 6.5 1.
7.0 6.5
>/
W
0
> f f
0 0 a 0 0 0 0 W 00 v v io C. in :i
'�r
6.5 7.7 7.5 7.5 7.5 7.2 6.9 6.7 6.7 6.6 6.7 6.2 1.
w l+ o> (A o 4 m v w �6.8 6.8 7.8 7 6 7.4 7.3 1 6.6 6.6 6,7 1.
^' a w 0 5.6 7.0 7.6 7.4 7.5 7.3 2 6.8 6.6 6.5 6.7 6.0
7.5 7.2 6.7 6-5 1.
�
W
a
9
��C1
.(
J
Y > s o 0 o v m u �. a a A p a. r. cr U u u rn rn cn o rn
` •�y 6 o i w Ln o o a cn w n o (A cn a0 o w
6.9 7.5 7.4 7 4 7.3 7.5 7.5 6.9 6.6 6.5 7.1 6.4 5.5 1
7.4 7.4 7.3 7.0 6.6 6.6
rn rn rn V rn rn rn rn m rn U 91 .J rn .i v rn i 7.2 7.2 7'7 7.5 7.4 7.2 6.9 7 0 7.6 7.5 fi.5 5.3 1.
o a0 o to 00 .i o0 0 v o O a0 0 .i i + 7.4 7.3 7.1 7.2 6.5 5.3 0.
7.6 1 3 7.2 7.1 7.0 7.7 7.7
7.1 6.7
0
Q
'p
°�
?
y, °o
' .
r >
�
p
7.3 7.8 7.8 5.2 0
7.6 7.5
6 8 6.9 5.8 6.8
7.4 7.0 7.1 7.6 7.1 6.9 7.0 6.9 7.5 7.7 7.7 7.6 j p 5.9 �:
V
Y Q
\tn
p p �F
0
`� m o N Im i i0 m �. 00 0 0 o w o w o m
7.4 7.6 7.4 7.3 7.0 7.6
v M -1 W M i 0 p i� o N N o a0 in w N N 7.3 6.9 7 3 7.5 7.5 7.5 7.3 7.5 7.2 5 8 0.
7.6 7.4 7.3 7.1
7.2 7 6 7'3 7 7.7 7.1 6.1 1.
� �
`i Z
CF
`01\
as
v o
V.
a ¢' `�
\? p 1 p
p > w w �. cn cn cn U rn rn
7.3 7.3 7.4 7.6 7.4 7.1 7.2
7.4
7.4 7.4 7.6 7.4 7.5 7.1 7,1 7.6 7. 5.7 1.
3 7.4 7.6 7.3 7.0 7.5 7.3 7.1 7.5 6.5 1.
rn rn rn rn rn rn rn o, rn rn J v V .i v V .i v 7.3 7 4 7'4 7 5 7.5 7.5 7.3 7.5 7 fi 7.5 1,
7.4 7.6 7.3 7.t 7 0 7.8 6 3
a
Q F- O
Q 3 Q
E
`y
C' O > a rn N N rn A U V N rn a rn w w O cn N w rn m w
o 1 6
u� a >
a
p `P
•ems
w �+ a+ U rn v m :i Oo co N N N U V a W w 7.5 7.6 7.3 7.6 7.6 2
7.2 7.9 7.5 7.3 fi.9
7.4 7.6 7.0 7.1 7,5 7.6 6.2 1.
7.5 7.4 7.1
7.5 7.0 8.7 7.5 7.1
6.9 7.6 7.7 6.3 1.
7.8
� V
Ll.
m
0, y'
9y i
k.''
` a y� l�
X-D6.9
! o -• o -- ra �. A A rn rn rn rn rn rn rn rn rn rn rn
a > N io P 6, -`
7.7 7.7 7.2 7.7 7.3 7.1
7.6 7.6 7.4 7.3 7.6 1.
rn rn rn rn rn rn rn rn rn v v v v V ao OD Oo 7.9 7'9 6.9 7.3 8.0 7.1 7.3 7.7 7.3 7.1 7.8 6.7
7.0 8.0 1.
1 H.O 7.9 7.1 7.8 7.3 7.2 7.5 66
7.7 1.
O
f-
�,
�_
li
�,
O V V A W V U N O O
"00 J
a m rn \
s � V. >
N W A U U U V io <O -' W rn V J O ,p 7.3 7.fi 7.2
7.7 7.1 7.6 7.2 7.1 7.2 7.1 6.8
7.7 7.2 7.9 7.8 1.
7.4 7.3 7-4 7.2 7.6
7.5 7.3 7.4 8.1 6.7 1.
O
O
y►
u'i
O
O 'O
\ � \ O O O O -+ O O O O O O O O O -� -- -• O
tJ i0
7.4 7.5 6.9 4 6 7 4 7.3 7.6 7.2
O O -+ -+ -• -� -• -• N N N N N N O w 7.3 7. �J 7 O 7.5 7•� 7.4 7.3 7.5 7.a 7.4 7.2 7.6 8.1 6.S 1'
7.2 7.3 8.0 1.
7OP 7.7 7.5 7.3 6.7
O
W Z
u-
�f
s
.a �/ ''
V. r�
1 a CP
1 cP
� o > m
\ rn rn OD CO O [p W OD J
> \ A.4
OD c0 V OD tp O N W V
s ,? \
r' 'p
0 o
Oo tp N A U U N U OD O N W N N V N 7.3 7.2 7.8
7.3 7.3 7.2 7.3 7.9 7.5 7.3 7.3 6.7
6.4 7.4 7.2 7.2 8.2 7.7 7.6 7.8 7 3 7.4 7.3 7.7 7.5 6.2 1.
7.2 7.6 7.8 1.
q p 7.3 7.3 7.4 7.7 7.7 7.9 7.7 7.3 7.3 7 3 7.7 7.4 7.6 6.4 6.3 1.
3.5 7.4 7.9 7.8 7.4 7,4
7.2 7.5 1.
Cl) Z
W
>
„�, > •p
s 1 'rn
u+
�, > `�
o > `'
LA "
`
7.6 7.8 7 7 7.9 7.9 7.4 7.4 7.3 6.3
3.4
3.3 7.4 7.2 7.5 7.9 7.7 7.8 7.9 7.4 7.5 7.5 7.5 7.6 1.
7.4 7.8 7.9 7.6 7.4 7.3 7.5 6.4 1.
W
V S O
s 6 >
cr o
rn > v`
\ `6 > m `'
e? v. ,�
>
o a
`�
a a �.7.4
a fl �
3.4 7.3 8.0 7.6 7.5 7.6 6.5 1.
7
3.3 7.5 7.2 7.5 �.8 7.7 �.8 7.8 7.6 7.6 1
7.5 7.6
3.1 7.4 7.2 7.6 8.0 7.6 7.8 7.6 7.5 7.2 6.8
7.6
T
i
O W f"
cc Z W
F
0
> 1 Jr0
/ m >
o �',
\
\ o > 1 r p 1 s
> o -'
�.
o u,
e, \
a > �-
�6,
'� � �
3.1 7.4 7.2 7.6 7.7 7.5 a 6.8
7.5 7.7 7.8 6 7. 7.5 1.
2.9 7.7 7 6 7.5 7.+; 7.6 7.8 7' 7.5 7.5 6.8 i
7.3 7.3 7.4
3.0 7.2 7.7 7.5 6.5 1,
W CO
m W
W
W
'o 1 s P 10 a �
> •� o m s o r
a v > >
�r >
>>
�,
�''�,
� �.
7.3 7.7 7.S 7.7 7.9 7.5 7.5
3.3 7.5 7.4 7.7 7.7 7.5 7.9 7.5 7.6 7.5 6.fi 1. 3.1 7.2 7. 7.5 7.7
7.8 7.7 8.0 7.6 7.5 6.8 1•
2.9 7.8 76 7.5
7.9 7.9
Q
�, o s o
> >> 0 1 p
v /f
x
r a `P ° 'o
`
\
8.0 8.0 7.6
7.8 8., 7.6 6.7
3.9 75 74 7.8 7.8 7.7 4 1.
2.9 7.5 7.5 7.8 8.0 8.0 7.6 7.5
7.7 7.5 7.4 1.UJ
O U
o i v v r p s >
1 > > o
r +
's a '>
\
7.7
7.5 7.7 7.7 7.5 7 3 7.4 6.6 1.
3.2 7.5 7.7 7:8 8 3 7-8 7 7 7.4
7.5 7.9 ;.8 7.5 7 7 7.2 7.2 7.3 6.5 1.
> o > > 1 s
> > .1 rn 1 p
o '0 '
s
1 ? ' 'o rn ° ? n ��
1 x
> s > > > d
d > > o r, a s
a
\
`
\
`
\
3.1 7.5 7.6 8.0 7.5
3.1 7.5 7.5 7.9 7.1 7.3
7.5 7.5 7.6 7 7 -,.6 7.4 7.1 7.3 7.3 7.2 7.5 6.5 t
2.7 7.8 7.6 7.30.
2.5 7.6 7.7 7.7 7.4 7.2 7.0 7.2 7.4 7.1 0.
7.6 7.2 7.1 7.3 6.5
7.6 77 7.1 7.0 1 6.6 0.
7.1
2.1 7.6 7.7 7.6 7.7 7 3 7.2 7.0 7.5 7.7 7.5 7.3 7.3 6.5 0.
7.4 7.4
Ir
!r
> �' > a >
w >> rn
c� >
�r m ./
\
�1
' s
\
\`
2.0 7.6 7.5 4 7.1 0.
1.6 7.6 7.7 7.5 7.5 7.7 7.4 7.4 7.5 7.4 7.5 7.5 7.3 6.3 0
EXISTING BULK HEAD 1.5 7.6 7.4 7.5 7.2 7.5 7 4
7 5 7.4 2 7.5 7.5 6 7.5 6.2 0.
� ■ �
W
a > a a > o j I v
o 0
i 3 7.4 7:6 7.a 7:2 7:5
7.1 7.6 7.6 7.6 7.6 7.6 7 7.2 5.9 0•
7.3 7.6 7.7
1 {
11L
a
rn a a cP o a �
l�
\
1.1 7.5 7.2 76 7.2.4 1.4 7.6 7.7 7.3 7.5 0.
8 7. 0.
7.6 7 7.7
1.5 1.5 7.2 7.3
7.7 7.7
7.9
r
rv1
c� `Q >".
s-
> > > rn
> >
\
\
1.6 7.5 7.6 7.5 7.6 7.6 7.9 8.0 7.4 7.3 6,1 �.
7.4 7.8 7.5 7.9 7 7.5 7
7.9 7.5 6.0
11.6 .7 7.5 7.8 8 8 9 7. 8.0 7.9 7.
' N
u ,r
o o > a
•\ 1.7 7.6 7.5 7.8 7.8 7 9 7.7 7.4
cP -� >aiS` i>•° "' `p 7.7
\ 1.6 7.8 7.8 7.9 7.9 7.8 7.9 8 7 6 7 4 7.3 6 7 1.
> > 76
a p 7.6 7.3 8.0 7.9 7.2 7.3 1.
`
>
cD
o > -a > > '`�
1
r, o ,� s
••\
1.4 7.7 7.9 6.4
7'B 7.9 7.7 7.8 8.0 8.0 7.9 7.7 7.5 7.2 1.
1.4 7.7 7.fi
1.5 7.7 7.6 7.6 7.7 8.0 7.9 7.9 7.6 7.4 7.4 6.4 1.
1.3 7.8 7.6 7.9 7.6 7.5 7.5 7
7.7 7.8 7.8
7.8 7.6 7.6 7.1 0.
♦ ♦♦ ��
♦♦♦ J�N,....
♦ O
�� •
... Q� / ��i
ti •
s a
cP 'c� e•�
`
7.5 7.8 7.6 7.7 7.6 7.6 7.5 6.7 6.3 1.1
1.7 7.4 74 7 6 7.4 7.3 6.9 6.2 1
1.7 7.3 7 6 7.7 7.9
7.3 7.2 6.6 5.7 1.1r
1.5 7.2 7.2 7 2 7.6 7.7 7 8 7.5 7.4 7.4 7.5 6.7 5.7 0.
3
j 2 7.3 7.5 7.6 7.7 7.4 7.5 7.4 7.3 6.6 5.4 5.8 0•
�_ GEN
ENGINE
.,
= m ENVIRO
RAL i
n =
RING &
MENTAL, : Z
\
1.3 7.1
1.4 7.0 7.5 7.7 7.5 7.3 7.4 7.1 6.1 5.3 0.
1.4 7.0 7:0 7.0 4 7.3 7.3 7.0 6.9 7.6 7.3 6.9 5.6 1.
7.0 7 0 7.1 7.3 5.5 4.8 3.8 3.1 0.
r 70 : L
'.
rr .- No.0
C
i Z.
2649 ;' Q
\
\
6.6 7.1 7.3 7.5 6.3 6.1
7.4 7.3 2.6 3 1.3
7.4 39 6.3 1.8 2.7 2-
6.5 6.8 6.4 6.1 2.8
r
,,��0 lF
\: ♦,
�•♦�.
`
`
1.5 10 2.4 1. 2.7 3.0 2.3
0.8
OF
f
H
�
i
0m
°
°�
\
\
\.
DATE
`.\
JANUAR
5, 2005
\
`
`- LEGEND
\. 40.2 SOUNDING LOCATION AND DEPTH RELATIVE TO MLW
LAST REVI
ED
DRAWN/CH
CKED
` '---- �_- APPROXIMATE EDGE OF SHORE LINE
\.
MAC
JTW
`
APPROVED
`•
MAC
AVAILABLE DREDGE VOLUME
\`\. GRAPHIC SCALE
SCALE
\.
\, o' W. so' 120�
\'\
AS S
OWN
-7 MLW = 16,498 CU YDS -8 MLW = 27,382 CU YDS
\ 1' OVER DEPTH = 10.960 CU YDS 1' OVER DEPTH = 14,449 CU YDS
-9 MLW = 41,754 CU YDS
1' OVER DEPTH = 14.626 CU YDS \
PROJECT N
MBER
��c
NOTES `
TOTAL = 27,458 CU YDS TOTAL = 41,831 CU YDS
`
TOTAL = 56,380 CU YDS \. (IN FEET )
\._
60
ROWB
0204C
1. Soundings were taken by . �NNERSF?ACE 456 FATHOMETER and are expressed in feet and tenths `
\. 1 INCH = FT.
`•
SHEET
UMBER
K
below mean low water.
N/A..........
`
`
`
��'..
2. Proposed dredge depth .........
REVISIONS
3. Mean tidal range 40
`..� NO. DATE IS!"WED BY PPRV'D BY DESCRIPTION
4. The area shown by this chart is subject to silting. The actual depth following the date of the
12AI/.°4......
`
\-
`••`
survey may be less then the depths shown. These depths were found on ......
5. Horizontal Coordinates System: Reference to North Carolina State Grid (NAD 83).
.-
OF
1

IF,
1
P`
BY
DATE
SURVEYED
PLOTTED
NOTE BOOK
No.
ALIGNMENT CHECKED
AT. OF W Y CHECKED
- - l
rA
v
r
oD
Z
�4
z00
�m-n
Mzr
onm
0
=M.
CMS
o
Daa
jip
o„
z
m
V
PRONLESURVEYED
BY
DATE
PLOTTED
NOTE BOOK
NO.
GRADES CHECKED
B. M.'• NOTED
STRUCTURE NOTATIONS CHECKED
I
a
0
— —
—
— —
- —
—
— —
— —
— —
— —
—
A
Paton
zu cchino &
associates :: C.Ml. .11GMTtGT�.M::: M• I^ILC.1 693` ;A;): G: {70
p.a.
0
N
m�
m
� rn
v a0
m (� z
N m O m -o
= n r. r =
z = z
o D O z
r Z >m
< Z O
�r = m F' z
0 ) z rn
>� p n
O rn m .� O
r• � � O r=
z = Z m
n n
z > O
Z
O m
��
m
1111111111111113-11
-1
O 00X0 r'••0
�
V
a
W wa a
_ (
�
Ci
rtHW Ha
� .•
�
Ho NYC N~
yr � � OM �s U
r
cD
..
:n 4j0rrttoan ra
►C
rr m rt o• � •,
y
a 3 Q
W0a0o••u+-4
m
0�"�
Ir
-00aor~
�
`
o N o' a 'd it a► a
z
omK
y �
rtE m too
o A) FJ r4m0)rt
tj tag
0"" m..
Z
0 r-•• 0 3 p.
—4
r-tQQ M
I7-;
N
;* to
rt a •• H H
n a oZ
nm 0 r
Oaglib rt* Btu r
M % in w
M
N
M P) w
0 Su o
r_
�C
m 014
14-
(nn rrtw
taaN
E�
a �-
rt to
n
rt
x
n
0 • ' • Sop.
w a • • f •
Y� • • J
1 --- -
• : CO)
up
42
o
\ -0
\ x
_ � o
_y..,y" 4' rl.r• 'y 04 lb. Cly/•-"
'7 '.•. •,- +-if — •' +�•K
j .. fl'•'.' i 1. h .�1. J.. � — • I • . t t
•LL, — d• •� '` ��`� .. dii J. J.. •..J ... •+:Y�, ..' ..Ir. 'r�l • • t a • t .
�m
Lm
4 D p
O
03� 50l P = N
j1d D ? a,
N a Z / C
ro �T rr1
D r O
b
a ��
-Dr
o z Q
MEN
11111
N
D
0
_o
m INTRACOASTAL WATERWAY
m
Q
z
v----------------
�o —
m
v
z
m
m
m
X
I
m
�
v
1
A14
m
z
z
z �
D ,
z z ARC
D
r
M
�1u.s3-_'4s.aaww+P'y::w.LaYur'k+s:.cw..as✓.�d.�1,t6.i _:. .. �..l,.i..w.,�.•

MI
> cj�
O
Q
O
C
O
n
Q
�
�
o
0
C
-,,j
O
O
(D
O
O
C
�
n
CD
Q-
C)
M
:D°
cry
O 00 0
°O
� 0�0? C�-0
O
N 8`3050 ',35 "E - 2 72. 74'
5' M.B.L.
MI
CD
Q
U)
0
0
O
<
O
-7
O
CD
O�
F01
Q
�
0
O
�
2
CA
O
A
!i
b
O
OF�
�
O
O
C
OJ
0
�O
O�
DO
F-T-1
Q
Q�
C
O
C
O
r

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvada, III, Secretary
August 6, 2013
Kenneth & Gloria Keesee
395 C.R. Lewis Dairy Road
Goldsboro, NC 27534
Subject: Individual Lot covered by a State Stormwater Management Permit
Lot address:131 Greenhill Place, Newport, 28570
Covered under Master Stormwater Permit No. SW8 050516
Cannonsgate Subdivision at Bogue Sound
Carteret County I Town of Newport
Dear Mr. and Mrs. Keesee:
On June 20, 2013, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources received a copy of
your request to modify the CAMA Major Permit for the subject project. Per the requirements of the stormwater rules, NCAC
02H.1000, any project that is required to submit a CAMA Major Permit application or which disturbs >1 acre and must receive
Erosion and Sedimentation Control Plan approval, must be reviewed for the applicability of the stormwater management rules.
Lot number 437 located at 131 Greenhill Pace, Newport, is currently included as part of the development permitted under State
Stormwater Management Permit number SW8 050516, which was issued to R. A. North Development, Inc. on June 2, 2005 and
revised on September 22, 2011. A previous site plan for this lot was approved on July 16, 2012 and is now being modified to
reflect additional BUA. The required deed restrictions were recorded on October 10, 2011 in Deed Book 1388 at Page 53 of the
Carteret County Register of Deeds. The lot plans and documentation provided with the CAMA Major Permit application indicate a
proposed built -upon area of 6,665 square feet, which is less than or equal to the permitted maximum allowable built -upon area of
6,665 square feet. This amount includes 882 square feet of "reserved" BUA.
Staff review of the plans and specifications has determined that the development activities proposed on this lot at this time will
not require a separate stormwater management permit because it is already subject to the terms and conditions of permit No.
SW8 050516. Please note that it is the lot owner's responsibility to maintain compliance with the maximum built -upon area limit
for the lot as per the permit and the recorded deed restrictions. To ensure compliance with the permit conditions, R.A. North
Development, Inc. is required to review all proposed lot plans and monitor the project on a routine basis. R.A. North
Development, Inc. is also required to notify any lot owners that are not in compliance, and to require resolution within a
reasonable timeframe. Any person or entity who is found to be in non-compliance with the provisions of a stormwater
management permit or with the stormwater rules is subject to enforcement procedures as set forth in G.S.143, Article 21.
If you have any questions or need additional information concerning this matter please contact Linda Lewis at [phone], or
via e-mail at [e-mail].
Sin rely,
For Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: S:1WQS1StormwaterlPermits & Projects120051050516 LD12013 08 letter_Lot437 050516
cc: Kathy Vinson, Coastal Planning Services
R.A. North Development, Inc.
Town of Newport Building Inspections
Heather Styron, DCM Morehead City
Doug Huggett, DCM
Wilmington Regional Office Master Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone:[phone] I Fax [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pit McCrory Braxton C. Davis
Govemor Director
MEMORANDUM:
To: Doug Huggett
Thru: Roy Brownlow
John E. Skvarla, III
Secretary
June 17, 2013
From: Heather Styron �
RE: Modification of State Permit #102-12, Kenneth and Gloria Keesee, 131 Greenhill Place, lot 437
Cannonsgate s/d, Newport, Carteret County -
Please find enclosed the request dated received 6/5/13 from Mrs. Kathy Vinson representing Kenneth and
Gloria Keesee to modify the CAMA permit issued to Mr. and Mrs. Keesee. The original permit, #102-12, was
issued on 9/5/12 and is set to expire on 12/31/15. The permit authorized upland development for a single-family
residence, driveway, retaining wall, jurisdictional wetland fill etc.
This is the first modification request that has been proposed since the issuance of the original permit. Per the
applicant, a final house design has been completed that was not prepared during the original permit application.
This was due to the fact that the house design was dependent on permit approval. The current proposal is for a
realignment of the previously permitted retaining wall, the addition of a 138 square foot sidewalk, pool with
apron as well as the filling of an additional 103 square feet for a total of 659.5 square feet of jurisdictional 404
wetlands. In order to meet the Cannonsgate ARC requirements, this additional wetland fill and retaining wall
realignment is necessary to maintain the house integrity and avoid conflicts with the house support pilings and
the retaining wall tie backs. This house design incorporates less BUA than was previously permitted and
reduces the retaining wall length from 260' to 256'. The current proposal will calculate the BUA as follows; the
house with roof overhangs and covered porches at 3,070 sf, the driveway and turnaround at 2,116sf, the
sidewalk at 138sf and the swimming pool apron and patio at 519sf for a total of 5,843sf of BUA or 18.7% of the
lot area which is an ORW AEC. The Keesee lot has been allocated a total of 6,665sf of BUA previously through
a modified stormwater permit. The proposal is consistent with the general and specific guidelines found in 15A
NCAC 07H.0209. A check in the amount of $100.00 is included with the request. If the following specific
conditions are met then this district recommends the modification be authorized.
o The development shall remain consistent with plats dated received by DCM 6/5/13 and 6/10/13.
cc: Ted Tyndall, Assistant Director
Dave Timpy, COE
Joanne Steenhuis,DWQ
Linda Levis, Stormwater G
JUN 2 0 2013
400 Commerce Ave., Morehead City, NC 28557 BY:
Phone: [phone] FAX: [phone] Internet: www.necoastaimanagement.net
An Equal Opportunity 1 Afimiative Action Employer

06/14/2013 11:32 9195803260
PAGE 01 /01
Kenneth David Keesee
395 C.R..f.ewis Dairy Road
Goldsboro, Nortb, Carolina 27534
June 13, 2013
TO Whom 1t May Concern:
I auhotize Kohy V,itwn, AICP to reprint me and Vply for CAMA wd otber
d9velopm t Pamits MOM -fated v4tb rrty Property located at 131 GreenhilJ Place
(Canncrosgate Phase I Lot #437), Wevvpor4 Cartad County, North Carolina. his
authOdZWOn extends to all pertnits and auftmizofions required by local, iuft, and
fixkral apnoies That may be required as part of the p=} ng p=M•
al#hOrize relew of inhnnation related to the projw F to Ms. Vinson,
bowulary Sums, topograpb1c;p and results of wedand delineation and Wil
pameabilitytests,
If you, have questions Or need WWo1W information, please feel free to me at the above
address.
Sincerely,
Kenvotb, David Keesee

COAST PI.AANN NG SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and DeveZa,pmew-Assistance
P.O. Box 827 _ .. _ Office 252.354.4916__.... _ .... ._ .
Morehead City, NC 28557 Fax [phone]
June 5, 2013
Ms. Heather Styron
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Major CAMA Permit 102-12
Kenneth and Gloria Keesee
Dear Heather:
Mr. and Mrs. Keesee are requesting minor changes to their permit issued for development of their
property in the Cannonsgate subdivision. Enclosed are modified project plans dated May 24, 2013 and a
narrative explaining their request.
Please review and let me know if you have questions or need additional information. I will provide
additional copies of the plan if needed. You can reach me at [e-mail] or 252-2' 40-9297.
Thank you for your assistance with this project.
Sincerely,
Kathy B. Vinson, AICP
Enclosures 1"BarVE!s
JUN 0 5 7.013
'r: Cz N4H!) a_°y

Kenneth and Gloria Keesee
131 Greenhill Place
Newport, Carteret County, North Carolina JUG! 3 6 20
Major Permit 102-12 Modification Request
Introduction
------ Kenneth-and--Gloria-Keesee-are the- wners of a resid6n ialTot loc—aled—aTf33-reenhill P ace, Newport,
Carteret County, North Carolina..The property is also identified as Lot 437, Phase I Cannonsgate at
Bogue Sound. Major CAMA permit 102-12 was issued to Mr. and Mrs. Keesee on September 5, 2012 to
fill and grade the lot, install a retaining wall, and construct a single-family residence with driveway and
turn -around area. The permit authorized placement of fill in two areas of non -coastal wetlands totaling
556.5 square feet.
The owners took several steps to avoid and minimize impacts to wetlands during the planning stages for
this project. During a May 2010 meeting to review project plans, staff of the NC Division of Water
Quality (DWQ) and US Army Corps of Engineers directed the owners to 1) pursue a variance from the
Cannonsgate Architectural Review Committee (ARC) from the front build -to line requirements contained
in the subdivision architectural standards and 2) request the developer to allocate additional BUA to this
lot.
Architectural standards for the subdivision require the front of the house to meet the "build -to" line,
located 20' from the front line of the lot. The owners requested and received a variance from the ARC
to place the house 50' from the front line of the lot, thus moving the house out of the wetlands and
minimizing wetland fill. However, as a result of moving the house, the driveway length and associated
built -upon area (BUA) increased. The Keesees then approached the developer of the subdivision and
were successful in persuading him to modify the existing stormwater permit to allocate additional BUA
to the lot, as described below.
State stormwater permit SW8 050516 was issued to R.A. North Development, Inc. in June 2005 for
development of the Cannonsgate subdivision. The permit originally limited impervious surfaces on the.
Keesee lot (#437) to no more than 3,080 square feet. At the request of the permit owner, R.A. North
Development, Inc., the stormwater permit was modified by DWQ on September 22, 2011 to provide for
reallocation of a portion of the BUA set aside for future development to Lot #437. As a result, the
permitted BUA allocated to Lot #437 is now 6,665 square feet. Documentation of the increased BUA
allocation for the lot was recorded with the Carteret County Register of Deeds on October 10, 2011.
Kenneth'and Gloria Keesee
CAMA Permit 102-12 Modification Request
June 5, 2013 Page 1

This submittal requests approval of revisions to the permitted project plans approved by major permit
102-12. The changes involve reconfiguration and reduction of the house footprint and driveway, and
addition of a swimming pool, patio, sidewalk, and fence. Changes to the retaining wall alignment
affecting 103 square feet of additional non -coastal wetlands are also requested.
-The attached revised site plan dated May 24, 2013 was prepared by Craven Gardner Designs and is the
basis for this submission. All revised measurements and calculations included in this narrative have been _ ...
provided by Craven Gardner.
Site Description - — - - The Cannonsgate Cannonsgate subdivision is located along Highway 24 in Carteret County near the community of
Ocean. The Keesee lot (#437) borders Sanders Bay, connecting to Bogue Sound, which is classified as
Outstanding Resource Waters (ORW). The pie -shaped lot contains extensive coastal and non -coastal
wetlands, which predominate on two sides of the property. The lot measures 31,328 square feet
inclusive of wetland areas.
There are no structures on the site. The property is located entirely within the 575' CAMA Coastal
Shoreline Area of Environmental Concern (AEC). The US Army Corps of Engineers provided a Notification
of Jurisdictional Determination to the property owners on August 12, 2010. Staff of the NC Division of
Coastal Management provided assistance with the delineation of coastal wetlands and the locations of
Normal High Water as shown on project plans.
Project Changes
The Keesees are requesting changes to the retaining wall alignment authorized by major permit 102-12.
Realignment of the wall, as shown on the enclosed plans, will require fill in 103 square feet of additional
non -coastal wetlands beyond what is currently authorized by the'CAMA permit. A realignment of the
retaining wall is needed based on the final house design and change in materials allowed to be used for
construction of the wall, as permitted by the Cannonsgate ARC.
A final house design has now been completed. The final plan had not been prepared at the time of
permit application as it was dependent upon permit requirements. Based on the plan that has now been
developed, a modified retaining wall alignment is needed to maintain the integrity of the house
foundation and avoid conflicts with the retaining wall tie -backs and house support pilings. The final
house design incorporates less impervious surfaces than the permitted plan. It relocates the main
entrance, requiring the addition of a sidewalk measuring 138 square feet..
The owners are requesting authorization to fill a small area of non -coastal wetlands adjacent the
sidewalk in order to surround the house with a level grade, allow for safe access to the house and
provide for drainage away from the foundation. The fill will also provide a stable yard for access for
maintenance and repairs to the home.
Kenneth and Gloria Keesee
CAMA Permit 102-12 Modification Request'
June 5, 2013 Page 2

The Keesees originally intended to use keystone or a similar material to construct the wall, thus
facilitating incorporation of curved sections of the retaining wall. Since issuance of the permit in 2012,
the Cannonsgate ARC has changed its rules and will not allow keystone to be used for retaining walls.
The ARC now requires sheet pile material to be used for retaining walls, thus necessitating a modified
alignment, with an associated small amount of additional wetland fill.
Project plans dated June 7, 2012 and approved by the major permit identify the wetland areas to be__ _ _
filled as wetland impact area 1 (15.5 square feet) and impact area 2 (541 square feet). The wall
The revised (enclosed) plan portrays the approved wetland fill areas and the additional proposed area
measuring 103 square feet. With the additional area, a total of 659.5 square feet of non -coastal
wetlands will be impacted by the project. The modified retaining wall measures 25.6 linear feet.
The new alignment squares "rounded" corners and replaces one corner with a straight Fine. The permit
currently authorizes 473 cubic yards of fill for highground and approved non -coastal wetland areas. The
changes in the wall alignment will require an additional 15.5 cubic yards of fill material, for a total of
488.5 cubic yards. All fill material will be clean and free of debris. The retaining wall will serve to contain
the lot fill and to prevent its movement into adjacent wetland area. No fill will be placed in coastal
wetlands.
The additional wetlands to be filled are the minimum needed to allow construction of the proposed
(smaller) house and safe use of the sidewalk leading to the front entrance of the home, while stabilizing
the lot and avoiding structural conflicts between the house and retaining wall.
As currently authorized by permit 102-12, the house will utilize 3,354 square feet of built -upon area
(BUA). The approved driveway and turn -around will utilize 2,379 square feet of BUA, for total BUA of
5,733 square feet. Included in the BUA calculation are 1.5' roof overhangs; however, the top of the
retaining wall will be no wider than 12" and was not included, per guidance provided by Division of
Water Quality staff. Built -upon areas currently authorized by the permit constitute 18.3% of the lot,
within the percentage allowed by CAMA regulations for coastal shorelines adjacent ORW-classified
waters and by the existing stormwater permit for the subdivision.
The proposed changes to the house footprint (including roof overhangs and covered porches) will use
3,070 square feet of BUA, with the proposed driveway and turn -around utilizing 2,116 square feet. The
proposed sidewalk will utilize 138 square feet of BUA, with the swimming pool apron and patio utilizing
519 square feet. Total BUA utilized by the modified plan is 5,843 square feet or 18.7% of the lot. As
previously noted, the Keesee lot has been allocated 6,665 square feet of BUA by the modified
stormwater permit issued for development of the Cannonsgate subdivision.
Kenneth and Gloria Keesee
CAMA Permit 102-12 Modification Request
June 5, 2013 Page 3
IUN 0 6 2013

The total land disturbance to result from the proposed grading and filling of the lot and construction of
the house, driveway, turn -around, sidewalk, pool, and patio will be about 11,000 square feet or below
the one -acre threshold for triggering the requirement for an erosion and sedimentation control plan.
Care will be taken during construction to avoid unnecessary impacts to wetlands. Silt fencing will be
employed to avoid discharge of fill into unauthorized areas. No wetlands will be crossed in transporting
equipment to the project site.
'...S.9m.m.ary
The requestedcchanges will result m impacts to a total of�59.5 square feet of-non=coasfal wed al nds, an
_
increase of 103 square feet over the current permit. The re -aligned retaining wall and associated fill is
necessary to avoid structural conflicts between the house and retaining wall and maintain the integrity
of the house foundation. It will surround the house with a more level grade, provide for safe access to
the house entrance, and provide for drainage away from the foundation. The revised site plan will
incorporate 5,843 square feet of BUA, within the limits imposed by the stormwater permit issued for the
Cannonsgate subdivision and CAMA regulations for development in the Coastal Shoreline AEC. The
retaining wall will be constructed of sheet pile material, in accordance with current Cannonsgate ARC
requirements.
Kenneth and Gloria Keesee
CAMA Permit 102-12 Modification Request,
June 5, 2013 Page 4
JUN 0 6 2013
�LLm.`a C, 0 i;;