109-10 OVERSIZE PLANS

A PORTION OF THE PREMISES SURVEYED IS WITHIN A ROM HAZARD DETAIL # 1 I
AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR THE CITY 1
OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA, (COMMUNITY $ 61j 43'55" E 1143.59' _ NOT TO SCALE DETAIL # 2 p1ER I
PANEL No. 370171 3145 J, EFFECTIVE APRIL 3, 2006). - ESTING I
NOT TO SCALE
W�
W
u•
w w
W w
LEGEND W W I Yw y W W w W W W r
rrWWw wW NHW LINE
FLAGGED BY
fri O w ROBB MAIRS OF CAMA ONPROPERTY LINE N ZONE MEAN HIGH WATER LINE STONE "RAP' 1/3/2008RIGHT OF WAY SHADED X SURVEYED 07-03-2008�
O
60
8 (FROM SURVEY BY OTHERS)
N O CENTERLINE 99
WET -WET- EDGE OF WETLAND W�W� tyr►' W W W WWW W W
WWW\ S 66-43-55' E 11• 43.59 Ws.6u.55 E20385 NHS NORMAL HIGH WATER LINE �z z 262.36' 94' 'RPARW
rn O r82.33EDGE OF MARSH 1 I
-COD-COD-COD OFFSET LINE Q
-"-"-'RIPARM3 0E ` WW w 9f� LL W 15'
FLOOD ZONE LINE N 74'454 E co
W w w W
y W W
W W \ �l% W
9.88' W W W w W \\ ! UNE W
LIMITS OF COASTAL BARRIER W W W `' W
'-- '- RIPARIAN IJNE W W W W W w w w W W w ti w w
W CENTERLINE OF CREEK � 4W04w WETWLANDW SLwN� w w 0.70 Acres
WETLAND UPLAND
W w Ii x 0.0 EXISTING ELEVATION (LLW DATUM)
W
- - - - - - - - NORMAL LOW WATER (ELEVATION 0)
W w w< Y W W W w w W 1
w W W\ w O
` ,
W W Y
,J I
-4.9x X
-6.9 X8.1 x -9.9 -2.9 X 5.8
-3.7 X X -4.3 1
I
NOTE: ELEVATIONS ARE NORMAL LOW WATER DATUM I W
SEE DETAIL ON SHEET 2 OF 2 w
NORMAL LOW WATER OBSERVED AT 9:20 AM ON 10-12-2009 W
11.7x x x 14
13.6 1kO W w W
� -X 12.4x-14.2 W W
W. FRANK DUCH &WIFE, ANNA MARIE DUCH
�� -9.4X X-10.61 w
OQO_/QI!`LLJ -_J II III W�'�`-'11_y,_Lrr7`W�Wy� ` \W �i ww�/` WE1\ I 7 W WW WW W�. L_1W vw � WWV/ ' /Ww•W Ww w w CwW W \ w"W�W W wWW NWW ' W W W �W.W�W�w DEED �WBOOKW � 3989
989 lW PAGE
AGE /941
4Q1 W ��WW �W/ W 1wI � �♦D•�W w'wW' .-a W �'' W Ww W Ws 1w/ , wWw V. �WV'' Wi W tW w _v/. �+WlWl[/ I.WyWI, Iy! IIWIIIIII,IcwIu��II_ \IW �/\1 IIWIWIWUIIw�ISI�IIWTIwWI$-IIIW-wIwI'IIiw 11w�11/1` 1y.1Wyw1x 11'W\1ma1�1yww iWwIIw,,W, w V'W WIwWIiW Www "W'W -w'wWW �,wW_ w wW�W �1WV.V -�µwW''�W�uw ,+'wWWWW �w+v. ,Ww W W �W wW W�w` w' wW s/ W w w3 W �w w •-V�\W w\ �W\W�-
/• I ®' / / _x �-� �.
-X -_ I8.0
c+z ZONE AE14 ZONE VE15 .8
8........
�ww W W W'�w vW w .��,0',�, , W�w'w •W w WW V1W w�--
-3.X -1.4
s' WOOD ACwAL(, SEE DETAIL2 EXSTING PIER X -2.9 DEED LINE -2.1 X x2X•5x
P)X2s
RAW, SEr 15' MIN -2•9 X -3.4 66'43'55" E 2038.57' (STONE TO EI_�
.X2
4 wW W
W
Ww w WW
�
wW W ww, W
EASTING
W W vwwW
14,2
.ww, W2FRM PROPERTY LNE 1x -0.6 X -1.3 -3.2 X -3.4 -2.8
DWELLING PER CMREGULATION S E 'RAp. ` -
0x -1.8 .98 X-SEE DEiAIL1 z1 x -1.s 14
3.59 .- .
FOR OARIAN LINE S 6643'55" E 11 cw0 x^ X-1.45 X 3.9xS58�4J'4S-11.0LOT i ZONEE1..10.62638'34" x .s$.3RIP57x -10.657.2 ' Z0' E x UPND_6my[R 7 -X -4.4 X_
.78 Acres 1 x -3.8 2
WETLAND NE�la`
RDBMAISbCAA aFLOATW X 2.CD4.76 Acres X-.F(�O/y1CCN 'IPARITBACK UNE-
1/3/2Q08`(FROM SURVEY @YOTHEeS w I (4) SLIPS -iuTOTAL 431
2BUILDING FOOTPRINT 69 ; w 404 .s ZONE AE14 O.4FROM PLAN BY OTHERS X 1O
NOS G ,
USE COASTAL 0.6IDw At x -O.8 WETLANDS FLOOD
�\Ux 0.9 O
NE OID�RO X-2.1 1351'f0 -.2
C) ZONE AE12
Z 09V0.4 X-O.1 X -0.4 X-1O.7
W/9 -O.9
O �I i.
V() 49W �� W '& W.'-6.4>, _O.H
IZONE x -3y
SHADE
WATER
�[vCEN-O.5T(W��PEN x X X -1.90 ` 0.9ABOOK 5+AGE,11 X -0.70 PERJ.M.2
TRACEFROM AERIAPH TOWWW .$ x.ZONE VE151U / X- 5
X -0.9 x -O7CD STARTING A POINT B
COASTAL r , W W
WLNDS AND FRESHWAL23 If
_DM�ON EE X -O.5
O WETLA GEMX -0.6 10811. 10.5CORRIDOR DRVEI D 07//2008 X_
(FROM VEY BY OEX -0.5 X -0.7 ZONE AE13 -10.5XX11.2 -04
L2 L2ZONE AE14 rn 0.8 -8.7x X -9.5
L28 -2.1 X -6.4WZONE AE13W T29 X X X -3.1 17W
.-.-1.3C`NTERLINE OF CREEK IS 8 X -17
L32•TtiE BOUNDARY UNE FROM L31y -0.2 X -0.
HENRY NUTT'PARSLEY L33 OTNJ A TO B
M. -0.2 I LINE TABLE FOR CREEKDEED BOOK 872 PAGE 179 PER ,LOT 4.(FROM SURAEY BY OTHERS-,) ///w'PARSLEY SUBDIVSION RRIER
OF COA�L1if11LI
BOOK 5 PAGE 11
WW
W ww
W w
ww W W
WW ww W w w ww W w w W
ww W ww W •WW4 W
w w W W
ww W W`W
W Ww
w�
w"WW
ww -w
w W
w W
W WW
W
W w
W`
w
fWW
yW
w
,W
w
W
V.
w
W
w
W
W
W
,W
Lw
W
W
w
W
+!
I\ 1\ Illllllllllt,, W v w W � I
W W 0.9 X �-0. -x I W
_Z
RECEIVED ,- •\ \ //,
DCM WILMINGTON, NC / I SIT 3R / •WOTo 3 z
DEC LOT 4 \ / StNI►01VISI0N / LOT 2 i LOT 1 ' MARSH'� ER TRACED FROM {�1 RIPd
C 0 2 2009 PINE MARSH PINE MARSH PINE MARSH S NG
SUBDIVISION M.B. 26 PG. 1 z
SUBDIVISION SUBDIVISION / I v
M.B. 26 PG. 150 , M.B. 26 PG. 150 M.B. 26 PG. 150 _ D
COMMON
MARSH _ _ RIPARIAN SURVEY Q I
SUBDIVISION _ _ _
30, P C _ _ �_ L M.B. 26 PG. 150
R/pi 7,' A _ - - _ _ _ AND 3 3
C
_ _ _ _ _ PIER AND DOCK PLANIFA J
--�__=cc
tcArr _ -- -�- ¢ cn
ROBERTF PARSLEY o
U
LOT 1 PARSLEY DIVISION
z
MAP BOOK 5 PAGE 11 z I
WILMINGTON TOWNSHIP, CITY OF WILMINGTON
NEW HANOVER COUNTY, NORTH CAROLINA z I
SCALE: 1" = 100' JULY 71 2008 Q
OCTOBER 7, 2008 ¢ 1
FEBRUARY 4, 2009 I
FEBRUARY 20, 2009
MAY 6, 2009
MAY 15, 2009 I
AUGUST 12, 2009
OCTOBER 12, 2009 1
100 0 100 200 300 I
Scales 1' = 100`
I
i I
SURVEY REFERENCE: SHERWIN D. CRIBB
-M.B. 5 PG. 11 N.C, PROFESSIONAL LAND SURVEYOR No. L-1099
-PARSLEY PROPERTY CAMA TRMIT MAPS 1144 SHIPYARD BLVD. I
WITHERS AND RAVENEL OATF_D 02-18-2008 WILMINGTON, NC 2$412
-USACE INTRACOASTAL WATERWAY SEGMENT 3 CAPE FEAR RIVER, NC TO WILM910-791-0080
NEW HANOVER COUNTY - PENDER COUNTY LINE (TANGENT 3 SECTION M
NUMBER
DIRECTION
DISTANCE
L1
S 15'16'06' E
49.50'
L2
S 30'12'01' W
17.87'
L3
S 4T38'09' W
21.41'
L4
S 1T20'13' E
9.95'
L5
S 41170877' E
46.31'
L6
S 23'52'37' E
9.91'
L7
S 00'59'00' E
23.38'
L8
S W39'10' W
13.83'
L9
S 26'33'40' w
7.29'
L10
S 15'13'35' W
6.14'
L11
S 25'29'19' E
14.64'
L12
S 38'40'44' E
53.00'
L13
S 4739'44' E
16.70'
L14
S 70'18'15' E
32.78'
L15
S 3T3846' E
15.06'
L16
S o3'19'39' W
11.93'
L17
S 31'11740' W
15.16,
L18
S 11'13'46' W
6.84'
L19
S 4619'09' E
6.17'
L20
S 5740'20' E
57.89'
L21
S 30'39'11' E
8.37'
L22
S GC31'14' E
38.49'
123
S 23'42'27' W
11.40'
L24
S 01'33'41' W
6.24'
L25
S 33'49'04' E
6.9Y
L26
S 54'03'36' E
46.01'
L27
S 29'57'19' E
7.92'
L28
S 01'49'17' E
8.27'
L29
S 0831'14' IN
20.53'
L30
S W44'47' W
1151'
L31
S 15'01'54' E 17.460
L32
S 27*48'58' E
12.32'
L33
S 11'41'16' E
5.71'
L34
S 04'18'37' E
32.19'
L35
S MT41'02' E
6.85'
L36
N 8751'07' E
6.02'
L37
S 74'22'04' E
14.52'
L38
S 8,TCW29' E
41.17'
L39
N 7T1O'O1' E
14.25
L40 f
N 6904'17' E
27.32'
L41
_
N 60' 13'37' E
17.12'
L42
N 55' 15'38' E 48.85'
L43
N 46'25'19' E 13.06'
L44
N 2728'2r E 9.85'
L45 N
0713'22' E 47.39'
L46 N
2759'32' E 24.29'
L47 N
43 43'20' E 24.61'
L48 N
73'36'30' E 7.41'
L49 S
5716'12' E 10.36'
L50 S
7729'16' E 23.06'
W w
W
W
W
W
W
•y W w W .l, u' V
W w
LINE TABLE FOR WETLAND
NUMBER
DIRECTION
DISTANCE
L51
S 2748'56' W
s.57'
L52
S 10'39'06' E
0.64'
L53
S 0T27'58' E
29.19'
L54
S W07'53' W
27.80'
L55
N 74 2T16' W
42.74'
L56
N 42'008' W
28.18'
L57
N 34'52'52' E
14.09'
L58
N 31'00'44' W
25.27'
L59
L60
N 86'50'51' W
24.08'
S 75916' W
29.84'
L61
N 8749'00' W
28.13'
L62
N 8723°28' W
30.23'
L63
S 6742'36' W
16.26'
L64
S 76'55'09' W
28.15'
L65
S 38'4415' W
15.88'
L66
S W28'05' W
27.56,
L67
N 8T07'49* W
40.47'
L68
N 3725'06' W
31.20,
L69
N 2712'45' W
27.4T
L70
N OT023' IN
27.5C
L71
N 10'23'09' E
35.87'
L72
N 59'4637' E
32.08'
L73
N 7702'39' E
30.45'
L74
N 58'38'06' E
17.93'
SHEET 1 OF 2

\ �.
\
\
DUCH
\
\o
POR11ON OF
RIPARIAN SURVEY
AND
PIER & DOCK PLAN
FOR
ROBERT PARSLEY
LOT 1 PARSLEY DIVISION
MAP BOOK 5 PAGE 11
1% WILMINGTON TOWNSHIP, CITY OF WILMINGTON
NEW HANOVER COUNTY, NORTH CAROLINA
SCALE: 1" = 30' JULY 7, 2008
SEE
MAY 6, 2009 DETAIL ON SHEET 2 OF 2 MAY 15, 2009
AUGUST 12, 2009
FEBRUARY 4, , 2010
.RI:.
ZONE AE14 ZONE VE15
4
M1
n - I . if N.C. PROFESSIONAL LAND SURVEYOR No. L-1099
1144 SHIPYARD BLVD.
i ' SEE DETAIL L -� EXISTING PIER X _ 2 9 - WILMINGTON, NC 28412
6 WOOD ACCESS WALK, X 2.6 s1 0080
RAISED, SET 15' MIN -"X 0.1 X X X -3.4
FROM .2 N0/� X -0.6 X -1.3 -3. X -2.8 _
/ OM PROPERTY LINE 1.1 tilq� X -3 4
PER CAMA REGULATION ST NE "RAP" M .7--
\�T o X X - 4.9
... •� w w w w w w w 0.8 \� (F X -2.1 -1.6X
°43 55 E 1143.59 _ 262.36coo --•..
CD
S 66043 .. \•• - s� X - 2.5 X -1.4
� ® 4, ;l � oo J U, � 4- """ ��, X -�.6. X - 3.9
,�..4.4
PROF -
c o !� � �r ,� OSED _ _ o PIER 0.6 i �.9 / o , = Oo ,� c� �\`�''> �, Goo c �o�, �F j. coo sP ,� •.....
G° c y °o ��01 �J �S 5 X -1.9 - s -----
Z 0 N E �j 4 �- �o� C� �� N� 6 X -1. 7 3.1 X � , ; 4.4 ----
oo N G o �o N / X -1.5 PROPOSED
�Q coo'�/'G - G��' N H W LI E FLAGGED B �' �- �' ; '.: 8 . 's�..�---
/ Q = t X 5 FLOATING DOCK
6 c°Q \-1-ROBR MARRS \OF CAMA Q� �- (4) SLIPS
X
W �� �N� ,� y G ,� 1 /3/2QQ8'(FROM SUFVEY PY OTHERS) '� �- �'3 -1.7CT 00
' ,v
_ 166 ZQN E A f4 X -0.4
EBB � � � � � �, � �,
.10
BLOOD TI D AL FLAR I PAR,- IAN ILI
CORRIDPR /x -0.1
Q�
0.6
, •13
0\Ll.4
♦ -
5
I '4, \\v
PROPOSED PIER-
X -0.8
X -0.9
X -0.4
X -0.9
'Q _ \ U. X -0.6
� q \\\ � .�
\� 1 9 � '
L48 �, CENTER Or CREEK IS THE BOI N �- �- � DARY LINE �,
---
\LlPER, MAP BO`bK 5�PAGL 11
�L
TRACED FROM AERIAL PHQTO18 ■
STARTING At POINT B
RIAN
f�OR - .9
Z 0 N E A E 14 ri-i �.8
x
o� CENTERLINE OF CREEK IS
THE BOUNDARY LINE FROM
P0I*N,T A TO B
' PER MA--P. BOOK 5 PAGE 11 _
, SU�R�VEY BY OTHEf� '� _ RIER
(FROM � �R
\ - F CoASTA IIIIIIII'1-I�111111����11�1111111,,,
LIMITS I I
I
RECEIVES
MAR 2 ,, 2010 ,
orehepd City DCI1A / /
LOT 3R
LOT 4 � PINE MARSH � LOT 2
i LOT 1
PINE MARSH \ SUBDIVISION PINE MARSH i
L I M f-% /-% M 4 r r/- PINE MARSH
OPEN WATER --max -o.s
X -0.7
X -0.9 X -0.5 X -0.7
X -0.5
X -0.6
3
X -0.5 X -0.7
X -0.8
\1
-0.2
W v/
�F
EXISTING PIER
TRACED FRAM AERIAL`PHOTO
X -0.6
-0.2
X -1.2X -2.1
X X -1.9
X -0.5 -1.2
X -1.7
X -0.4
X -0.9
X
SHEET 2 OF 2