169-04 Wetlands Map Oversized Plans

'I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER SUPERVISION
DEED DESCRIPTION RECORDED IN BOOK _�3 PAGE - , ETC.)
OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK A111'
PAGE THAT THE RATIO OF PRECISION AS CALCULATED IS
1: IOjA--; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
LICENSURE .NUMBER AND SEAL THIS -Li- DAY OF AA y 203
i SURVEYOR
v 'LICENSURE NUMBER' \`
SCAL 6W S AMP .$
VICINITY MAP - NOT TO SCALE
CP TOPSAIL SOUND , THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
CP t 75' CHANNEL THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
L-7 , WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS
APB- EIP 42 `' \ �' CP
PR X._M•H•W.L. t �' , DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
*i _L4s Q� DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
N
+P� ��4ro \ , MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
1 3 1 4
v� J, Ia--��-------------------
SIS ��S?� �� ,�Z' SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICAL
J t . V \
404 WETLANDS LINE � `P 'I . W. L.
EXIST. `� o -" "-'�- " DATE OF SIGNATURE
R.R. ANCHOR4� - - -
t>ti`*34.%=11Ep•9EIP_ _�
_-
` r L58 4 C 4 '
b
�-404 WETLANDS LINE
V�
f:
\•�` , �� , WETLANDS LINE TABLE Xt-X22
LINE BEARING LENGTH
FRANK MAJEWSKI & WIFE, Z `*,LBO- ,"' L42 S87'S7'51"W 7.81
\ MARTHA D. MAJEWSKI 'R�te I L43 N00'06'08'W
D.B.1669, P.128' p' �3 I 17.50
L44 N19'S '16"W
L45 N '46'1 16.34
1.49 ACRES �,•� , _ L46 N642 '3 'E 22.87
64,919.91 SQ.FT. > L47 N 3'3 ' '
30.20
L48 N8 '41'58'E 25.26
a l49 N68'4 '03*19.77
_ DIVISION OF LOT 4 �. L50 S87 21'10"E 18.46
i \ AMOS ATKINSON LANDS 4 - , 51 $ S' 22.09
M.B.14, P.57
r, L52 88 5'4 " 16.62
Q can � $ BCFGOASSOCIATES ET AL L53 74 7'1 ' 27.26
RMERLY
l54 N74 5' 14.67
\ N' �C - M.B. 36, P. 067, SL. 488 L55 S30' 4' 'E 16.97
' L56 S60'00' "W 15.51
_ - - L57 80'50'13"W 11.37
L58 S51 *41'090E 20.42
0 - - L59 S65*22'01*E 15.84
\ FRANK MAJEWSKI &WIFE, , , L60 N85'34' 1'E 20,09
MARTHA D. MAJEWSKI L61 S74'06'0 'E 16.56
D.B.1669, P.128 L62 N61'57,16w 16.86
L63 $88'2618 E 17.cy
07
l64 S73'46'25"E5.62
3
a
PP
E - PPS . E - E E - E. ^ P H. E - E � R/W E R/W
w R/W - SIS - EIS ` -
- -- - - , S CONS - - - S .58'02907_W-- 264,72 _.
Q A-- - ;.-YA- _- - - - - - - - -
- J N.C.7�95.08 TO ELrCENTERNE
w `=------.,..,�------ cam-- R�ECIIQr1il�E�KLENflUHS ---------- --
3 J +-�s ai - - - 4 1
-------_---- 4 -•___ --- -- --- R/W
R/W
V \ ( ( <� M.H.
TOPOGRAPHICAL &
WETLANDS MAP
\ I i PREPARED FOR
TRACT
TRACT 3 1 JIMMY A. PIERCE
a TRACT 4 TRACT 2 1
© \ M.B.13, P.1 M.B.13, P.1 M.B.13, P.1 M.B.13, P.1
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
N 1 \ 1
} ��Q PREPARED BY
J' JOHN L. PIERCE & ASSOCIATE
S, P.A.
�gt9z'14 �S/\ 409 JOHNSON BLYD. JACKSONVILLE, NC 28540
�N
21,q pF ` , , , PHONE: [phone] DATE: NOVEMBER 11, 2003
SCALE. 1 = 40 F.B. 712, PG. 14-18
LEGEND , , , JOB #238977 FILE NAME: PIERCE MALEY TRACT
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
SIS = SET IRON STAKE 40 0
GRAPHIC SCALE
w e0
11
ul
o p13__. _4h� qx^d
01
L REF: '!
cl M.B.13, P.1 (PORTION OF)K
CL
CP = COMPUTED POINT
M.H.W.L. = MEAN HIGH WATER LINE
R/W - RIGHT OF WAY
EPK = EXISTING P.K. NAIL
( UR FEET )
I inch - 40 ft.