SW7101013_APPROVED PLANS_20101216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
R

V
FM
E:
>1 AL \
SITE --'AL
' n
a \I14.
N A
=10R7WT ROAD - AC h; •` ^� `,.
VICINITY MAPAL
NIS
41t AIL NI-Ri'lliI AL
\ \ \
TSM EXISTING CONCRETE i 1 - i -� '•��-_."'•��!\ `�'--, \..``.,.....
MONUMENT EL- 6.17 • : `` \ �. ti
q\
\r
\\---------- x4.49
NOTES: - --- _CIA
- \\ \\.• \ -.\ --�, ti �� ,.,�. \ -..
1. THIS PROPERTY IS LOCATED IN FLOOD HAZARD ♦ `\ \\ ` *\* -.mil ,` '`
ZONE -C-,-A5(7)" &-A5(6)" ACCORDING TO MAP , 98 ♦ \ "-- ` '\
PANELS 370078 0170 C & 370078 0190 C DATED -
------- w
NOVEMBER 01, 1984.x5.6
o � !
2. ELEVATIONS ARE FROM A PRIVATE BENCHMARK _ �
OK' x,B,yyS- `` \ \ \ , "'- \ OG• : \\
*CROW ON DATUM N.G.KD. 1929. - - l> `. \ \ .+� \• .., --_ �,, \, _ `\ �� ---, .
3. THIS IS NOT A BOUNDARY SURVEY THIS IS A /� \\ \I \'\ �•� \ ~
x 7.69
TOPOGRAPHICAL SURVEY ONLY.
4. BOUNDARY INFORMATION TAKEN FROM PLATS ,i'x8.43 `>' ✓f �\ a \\ \\♦ \\\atilt. \., , . �- -,i` - ` ..
RECORDED IN P.C. H, SL 143, P.C. H. SL 269 AND _ tl \ `:� \ \\ "�\ \d `. \ •- ,,„. /11��\
PLATS PROVIDED BY WAYNE TALOR & JM OWENS. __\ 1 \\ \ \ \ \\ `` `, `•'\ V
5. 404 WETLAND LINE TAKEN FROM A MAP PREPARED - \\ \` \ \\\ °;; \ •
BY SEABOARD SURVEYING DATED 06-27-2003. EDGE -`I \ \ `\ \\ \\ \ _
OF SWAMP WAS TAKEN FROM FIELD SURVEY BY HYMAN
do ROBEY, P.C. ON 05-10-2004.
6. CONTOURS IN THIS AREA ARE INTERPOLATED FROM -
SPOT ELEVATIONS TAKEN AT EDGE OF SWAMP (N1A) \. \ ' [[[/// - - \I `\\ ' \ t , ♦AIL
V`
At 19-EDGE-OF RAT74{SWj.---.-_-636
_._-.. .____. _____-_,- -_ _ .. __ __ _ _ .- --_ - _ ___--._. ` ,g..a..._.s..,.,. 1 ) "u�` �✓`` \\ `\
,Jk . • i " ,
NOW OR FORMERLY i {, 1�'0 `\ i \ , 1 I I '1 \ I q ? . �� \ • • ...
BALLANCE HEIRS
LEGEND LOTS 4 & 5
Ix 7,1
BENCHMARK // /\ \` \\ \ I \\ 1 i i \' "'C \\ 4} ( ) /' ;✓//
EXISTING IRON PIN \11 �CSG,J\ .\ \ - \\\\ x8.e4II 11 11\ t j C0 j \�1• � /' �
0 CONCRETE MONUMENT i i l \I qty �? r i '' -�•
AIL
kj
a WATER VALVE
�Qa UTILITY POLE i ( l /•
AL
® WELL i j ° r i. q\`. �\ ------ C \\ 1 1 11 \\ 1 \ ) `s tt7• -
EXISTING TREE (SIZE AND TYPE VARY)t?A83 AC..,-...
i i i ��-_ \` \\ \ S• t8.61 AC 't I I \ 1: I \ i C t
I}! EXISTING LIGHTit}} tt
°-FENCE LINE /' I \ 'li \\ \\\ \\\ \\ \\ 1+\ 1\ \ .tilt- � ` z\ 4 \ } '�
!
----s----- EXISTING CONTOURS
\ ♦ l
• EXISTING DITCH LINE I -
1
SHORELINE------------
F 7 1,y
OHU OVERHEAD ununEs
� � it /�/ ° \\ _ \'�•� \\\ \\ \ \ �\\ \ \\\ I ♦ ♦ E � 1 � 1 .,. \'`^•_l\
-r,wx-sAt-NATURAL GAS LINE
PARCEL LINES FROM REFERENCED MAPS i I i / / \ \` - �`\ t\ 1 \ ' �� A H ` \ k • �i• • q_ ,
\t �111 \
- - - - - - - - -404 WETLANDS LIMIT
x7.33 i /' ; Q •i� ' .
x13.50 I `\ \ \.\ 1 \ 1 1 I ...�_._ •.._.
'\ I 1 50.16.33" \\ I I `� \ \ \ \\,. \ I• ° { \ \ \\ ,\ , 1 11 I 1 , 1 .\..�`
HOUSE
x�\ `` \ \ \`?
x11.51 x9.72 \ , i a I , _ , - -_.,•\
`\\ I x12.67
1.48\`� \\`\ �` \ \ �`\ ` \\ II✓�/ i \\ / I \ / L''1---/ 1 ` 1 1 `^`,`...._.._.- ,
13.03
x2.46 I I I------6-__x 12-61
I I
11,183
AL
•q `\`
0 41 `
1 ! i
\ UPLAND-' *11.68 AC `\ \\
i(199 x2.26
\ ` SEE NOTE 6 \ '-1, I I`\... �\ ° �\ `\ `\ `\ �+•27'31" E 11 11 i \\ \\\ \\\ \ . \\ \\ `".._ `-
11/ POSTING CONCRETE' / \\\ \II \� \ ` \ \\\' �\ 1 0 \\\ \\ \\ \\ `•-� .
\
\`MONUMENT EL= 6.75
NOW OR FORMERLY
WA ER -HEIRS
Z-------
♦ 1.70 LOT 3 \
`.� \\ i \\ �\ \\\ \\ `\ + I 1 ` \
\ I X \INV. = 0.73
x4.77 I 1+�I T�\'`_-_-_- \ 1\x7.11
N� \\\ \`\\ \`\ \� I \+ I, I I I I •.,,
x4. .' ,'' 'p. 1� Q\ \\ `, \ \ 1 1 1 1 I\ I ,/y/!,• \..\ '-._ t ..
x3.7f I' \\ \\\ aq`\ 1410.96
x4.�5
i ' M
i
i
1 x 3.32 I
..AL 1+\\ N 53.02 t x3.62 1� \\�\\\ \ �! \ ,ems ,\ _ \ i \ I Ilpil\/
{ x4.63\ ,0,1 \�\` �q\`\\ \ `\ \\ ` \\\,/ `\ Ilillh
37 ♦4`\ +\\ 1 _ - i x4.42 t\ \ `\�.\ \ ' \\��` ` l 570.02' �\ ••
61
448• r^ 4 `--- N------------- --- E' /43KY33"- I \ t\ y \ \ 525.41' t \\ \t43.08
s-- i O S INV. = 3.92 �q` S \� \\ \ \ � `S 43'S52T E', / I I \�U`7
4 I 7,7TAL• t72, AC 1 -
x2.85 �I / NOW OR FORMERLY \\ .aa '� 50.80 ` �`- � `�\ INK = 1.02
' WALKER \
.P
\ to
4 x2.60 i D.B. 167, PG. 97
i4 f � '' N • I � �_, 4j I \ `\ --. � I I �\ \\�`\ \\ PIER
{/----- \s m t
x3.57 i /q M 11I � ___�- _
-------------
Z 1 ' 1 c'<>,`s"• I 2-24' xi.A7e\
AL G� 1 x2.73 ,-'/ x3.Z8 / �� � S kl
♦'��\ - -- I I INV. OUT =
�0.73 \ \\ /� 7� . I " t ` \ II \• tea- `� •. \ Q .!% '
1 1\ ,' r �- '/ �' S `-t•/'��g0 / ' _ ,_ ______ _ .+ / II ____ -_ ___ ___-__ __ __ ___ / 1_ \\ \� IJy1 'J ELECTRICAL TRANSFORMER
i I
� 1 `I // ` ,,,,-5-----' 436• , � \ ___-' 1 I ,, �\ i i i i 1 `,-`6 �%,\\ \ �---'I uil/i 1,
♦♦ 1 �' i i -, 6' I � '� �-� � i ,/ 41� ��•`q IL�A1 _______\ I I I i 1 \\ •
♦/ `\ / /, / -_-O
i r E / ,>- , I INV. = 1.10 \ ---- 1
/ _ _-___ __ .r / J I� \ `� \ 1�' fQ24 AC.
' kt.at ` u, /J i / / I INV. - 2.85 / + \ \ 1
♦♦ J i % W0005111r r 1 I/' \\ / it
_ •_ �+.=--__ `. \\ �I7\1��7
L PROPERTY
♦ J \ `\ \ •% / ,r AAA ' 1j11
l i // , / /`/`,J �� K• // ��r5.98 ^ / ,P? I i-''�,` 1`9 \\ --\ ,11�/,'� q ` \ /i / ,II^ J/ INK = 3.27 I \\ \\I I \\ 1\•
\.33'
7,' 3L
X
V t \Ji IN>i1 67 ' / ,� - J IA, \ I O Ok ''/ m / I ! x4.56 1 1 x abI 1 1 \ a'c>='x % J � 1\ - 1 / 1\ O- F + I� / I i `\ \ 1 '•\
y/ - E /- I I B i s `c� > i x a.ee Ilq ! I
AL S/ 4029' J_J� ` Yt. .' x I O
8.5a , I \ TOTAL: _3J741 AC. I '1W� I II O
1 / i / ..-/ \ ,/•' ,. {: `0`"` / I I _ 5 I 1• i 4W!� II I I i I I� X8.14 \\ `\ •'
x8.30 1 I \ 1< It TOTAL• *10.50 AC. I I \
/ Il \ ;"^�' %i"' /`r �' INN 1 1 I ' 'rcY Ij 70TAL AF7ER RECQI/BWAIKAV 10.2 C
j I , I t\' \`t 11 11 it
I
/ i / i i 1 li x4.55 0 1+ x
xlau-
12.22 I 1 � 1 , 1 •.
1it
3.12 / & I F / i I`'1 I r / / 7 I II I 1 / l \ i I
1 9' I I O it
\
UPLAND-• t1542 AC i '�
jl i 1 \ / I I` CEMETERY / i \! j ij �i i{ I -� xr' • a \ \\ I
NEZTANDS f3:61 AC \ - I I I \\ \ x 10.88
\`\\ x4.32 ' 1 \ ! I 1\\_ 1 HOUSE \\ Ij •\
9 1 NOW OR FOR Y \ I I \ c' / �� \ x 4,29 \ II \ \ \ \
TAYLOR ,'' 1 Al a
D.B. 417. PG 144 I I \ ddI 1 \z ff0.97 I I
�\I TO�.t1L. 0.4T\ / i ' ••\
AL
x9.73 IlI,.} 1
,(r-� �- 1
XS-47 / dF \ \ \ \ I`1 _._'O
Ll
I
/♦ i f,_ ' i % z, a, -- `\-- I I / \ \ \` � ___._>�. .;---,. ..: 1 I __ / ! l +�\_\ z G
Al 1
\ \ I�♦+poI -- \ \ \ 1 �,� \ I / \ \ 11-II "'f1�I^�. _- _,?REE�
x13.93 `--`7 i N 4273617" W \ x7.55 S 42K0'2 \"`E
/ • , 369/6Y \ 2 - -- 1� S 4023 T E--'`212.00' \ /' // 11 pi i r ,Ir1 - I �� ET46W OR DGA ONOERAMEERLY -_-,
x 5.39 i i' \ \ / i' 5+t _ j!{ 1 I / I 1t393,`4i''/ ,� g N 42'35'17" W r . s,, "4 pl l -I \ 02 j 'I I \ IQ __..S---Q-B�73. PG. 537
p/'1 U 115.00' \\ N O(Z+10 I m0 / / --/ 1 \ IIII X4.36 I _
olr4 / 1 x4.85 Ulu I x4.56 i4 ? z r I I �' NOW OR FORMERLY / 15" RCP Ili i zl `
x4/ I a m f m�� N I I \MRE--------- -' Ex Nou INV. IN
.72 -----_-ALLA
1 t 1 1n ' , �_� •, N D.B. 623, PG. 185 + ' INV. OUT = 2 I f
a>� c�i Dc� v I I z D.B. 542. PG. 433 (A ,' EAST DI RIM Q / �It \ i I I / \¢_-------
! x 6.29 �1 -- 0s. m ,' EAST DI IN I) \ III
u el NOW0tjORMERLYi `\ �m '''-o-z--- I-} _ - 1 II I I\ \ \ x4.36 ,'$ ,G(1ZMAN / i e �; m m ------ t'1+ ' WEST DI RI = 4.93 Ilil \ i m II x
r3 z O , O r \ . / I \ I
D.B: 304, PG. 57,E $ W p-'t z 0 +� \ I 7C < I I \\\ I 15" CMP m / WEST DI T = 3. it+ \\ i I lug- , I i 3.63
, 11 Ii^�'\ NSA\ > �¢ °'� i �\ s r-� r I I ! 7.30, \;N i INV- IN 3.97 i�q \ / ,r, \ x3.4]
1 \ \ m `\ INV. = 3.46 \ ' / '� 15" CMP \+ I INV,WT - 3.92 --------------
x .,
\ \ 6.56 / m s '\ \ 1' 1 I 1 t
\ \ \\ x6.50 / ,' I `.�i \'r? \ I I 7 / INV. = 1.01 1! II THIN TOES QR /
=ern ` / \ \ ♦ /I INV- O 4.11 - ' yn I n / \\ , 78' RCP
\n , \ -, / I J Sn a< , 15" CMP \ \ , V. OUT = 4.02 I N 41950Y46," KI i I`/ 212.00' N 40K6'38" W r-- 4283 ''�/ i4n Q_ a 3.73 -3_ / i1 -�3-�' I I I/ INV. IN 0.82
INV. IN = 2.84 �\ / _ N 37.14'13" W------<--- 23i:2�4• 0 I INV. OUT = 0.11
�5-,7`8_'gq. W \ \ TELEPHONE 11C M;AL INV. OUT - 2.20 `. \\ / 1327 ' _ ,fit _ _ _ N h I 7(}
OPTIC MARKER// ' I 1;'zrs -- ; --- _zr•�-_y__-=-�8&51_ t�1�-�-1 W==_ 41 W it `I r DI VINERY 3=j 0.30
311.86 o. -- -- •r-� _ ---?�-_ _� 4248 MK 3= 1.00
s
_„ ._. s..,� xiy,,,,y ..,. .. ,_:,._ �ppy ______ ___ �_. -' ----6 -... .., .J' n!.✓ey.:-, , : , - J -. ,._ .. .,- .. _ _ �,�.^ri"=w:'. c-?.. d_,'i.. __ -_ _ ___
._._... ... v.. ... .-w ..._. .. ... .d r. ..:: .. ..,.._ - ... --.. -x-. - .. _-. ,_..#'rY ... .. _..;,- ......,. ..._ �. �A"".�w•.. :...`x"++Yrr - _mil-__
_ . . . . G ,.:.. ,_ ._ .. _... a .::: _ _ . ..>.. •;r.. _�.. � _ .:': ,.-
.:. .-.. ... ,r:-.: . -x ....w ,+ ._ .:. � .. .,++..i'y >r ._..... _.. :.,:, .-_,. ,:.: :.. ::; a _. +.:�+":::r N'll"n!•- _i
.::..:..-.'t»..... ........ ... . _... _-M•Wc...>�-. ._, .,.-....,_:,_ ,.. .FED . _. �_._�r�n. wr'•1..,?.+... _.-.. _... - .. .. - _ -. -. _.. .. .._. .. .,_....-..-..-_-.. .. _... .._.. _-..... .. -.. _....__
GRAPHIC SCALE
100 0 50 100 200
(MFErT)
1 inch = 100 ft.
4
4
4
4
4
4
4
4
4
4
4
4
06/16/04
ADDED ACREAGE AND WETLANDS
CLE
ASUR VE'Y
FOR
NICHOL N 'I NT LL C.
SO S POI�
CRA WFORD TOWNSHIP
CURRITUCKCOUNTYrsf
NORTHCAROLINA caPtrt6cHT ®2ao3
DATE:
05/06/2004
DRAWN:TOPOGRAPHICAL RKG
♦4lgwup���
AR
♦.♦♦ O• �� y
; L- 69 ;
-
' �.
"", �,
�%ip T. HYM ♦♦ `
""""41/♦4
2
07/26/2004
ADDED TOPO INFORMATION ACCROSS FROM 165+1246 INTERSECTION
RKC
CHECKED:
ETH
APPROVED:
ETH
p
LIL
I * = l
1• oo'
PROJECT #
D40080
,°
°
ISOA USHWY158E
Camden, North Carolina 27921
252 338-1913 252 335-1888
DRAWING #
040080
ABY
,oft
DESCRUMON
- _ 5 ��� II � � 1 1 ... ' � �li � •�t 11 , 7 7 /',;II r
" �,' i it �1 'I'� f� I l-'' �IIti1 • r�.�' 1 1 1%: r �Ir ���ii 1 1� 1
e n. t
4

CURRITUCK
"A" LINE TABLE "B" LINE TABLE "C" LINE TABLE
TF: rt'f' th t th' f th' 1 t
its ce i ies a is copy o is p o
accurately depicts the boundary of the jurisdiction of N
Section 404 of the Clean Water Act under the CURRITUCK SOUND
present law 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 BELLS ISLAND
relied upon for a period not to exceed five (5) years
from this date. This determination was made
utilizing the 1987 Corps of Engineers Wetlands
Deline -ion Man al.
NC 168
(Name orps f Engineers Representative)
COINJOCK BAY
----- ......mow - � C� � =- Z� __� Z�
(Date) �- SITE
TOTAL UPLAND (3 TRACTS) = 66.91 Acres t \ /I /"� I A 1 I T/ 11 A A P
TOTAL WETLAND (3 TRACTS) = 314,125 Sq. Ft. t OR 7.21 Acres t V lA I V � i � VU 1
ARC=90.36 $ r;
RADIUS=5703.59' NOT TO SCALE
A=00.54'28• m
CHORD=90.36' N/F L 8 a =
BRG=N 41°5T46" W E. V. BALLANCE HEIRS
0059-000-0079-0000 �n
TREELINE i(i ' 5
S 49*57240 W
.: 180.38' (PLAT BEARING - Pro:-�P.C. H, SLD. 269) �
MENT 23-81'
N 52000'29" E 1824.50' 1387.3T TO MONU
f
N/F 3
� GERALD E. MALLARE c c i` :.:. $ ..... .m..� ��::�.: ;a_ - �; • fir= .,.�:;.-�. :4v: -
- o :N Pi Q E: 2884537.17 Ft S % X X X x x X X
PLAT
NOT NCLUDED)43 °v 6FtUS z% X X x X X k X X x x x X X X k X x x x X
Z CONCRETE MONUMFOUND NE" 26C X X X x x x X X X X X x x X X x X X X x x
X x X x X X x WOODED X X x X X X X X x x
N 49057 24' E X X X X X x X X X X X X X x x x X X X x/
180.16' X X X x% WETLAND AREA X X x x X " X I _
Lli 25C X X x X x X X X X X X X x X X X X J
J X X X % X x X X X X X x X
X
03 - X
X IX X X X% X X X X X x x X V
Q 24C X X x x x% X X X X x x
Q �, ro x x X x x x x X SHORELINE
w° n X X X x x x X/
ARC=126AT w S 23C x X X X X X X,/�
(p RADIUS=5703.59t
X x X
r A=0401703' m A x X X X x
} CHORD=426.3T Z 22C x x x x x
BRG--N 37"14'13' W' N/F x X
BECKY W. OWENS X
0059 000 0085-0000 X X
(7 21C 7
.X/ COINJOCK BAY
UPLAND AREA
620C
1032.99 1819C ,
C X
N 36 XX•
17C x XZ
ii X
X 16C -
X x
X
./
v _ 15C x
v A S tl' 14C " X .
Z - ? v 12C 13C X x X X ✓ 1, RUSSELL C. SANDERSON. CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
m 10C x 1 C " '( X X x X X X X x X x x X X I OF A 404 SUPERVISION
S DELINEATION ON AN EXISTING PARCEL; NO BOUNDARY
WF A x x y X x X X= x „� X =X x x X X X X X SURVEY PERFORMED BY GEODETIC SERVICES. PROPERTY LINES SHOWN
BECKY W. OWENS Z N/F X GARAGE 8C 9C X X X - �X x x _ X X ?L+1 z x X X X' ARE FROM RECORD PLATS AS NOTED. N.C. GRID COORDINATES SHOWN
0059-000-MO-0000 µ m BECKY W. OWENS HOUSE X X X %' X '� X k % x_ X X X x X x x X (3) LEICA 9500 RECEIVERS. ERE DERIVED BY STATIC THEERENTIAL GPS OBSERVATIONS USING THREE
VECTORS WERE COMPUTED FROM THE FIXED
(BOUNDARY BASED ON *LOT 1-R & LOT 2-R - RECOMBINATION x X x x x
3 FOR EDGAR O'NEAL, JR. & BECKY OWENS" BY SEABOARD SURVEYING PLAT CAB. H, SLD. 143 O X x X X X X X x x x x X X X " x x x X x X k STATION "S 166" USING LEICA SKI SOFTWARE AND NO ADJUSTMENT WAS MADE.
AND PLANNING, INC. DATED: 07/0 104 AND REVISED 07/2WO4) O 7C X X X X , " x x X X A LOOP OF 20,745 Ft. PASSING THROUGH THE FIXED AND DERIVED STATIONS
c X XXI x x x X X WETLAND AREAX X x " x ' "D" AND "E' PRODUCED A LOOP PRECISION OF 0.74 m. D
1 x x X ( ) pp DELINEATION FLAG
N/F 6C x x X X x x X X 310,095 SQ. Ft. t x X x X X R i POSITIONS WERE DETERMINED BY CLASSICAL SURVEY METHODS FROM THE
c� A BECKY W. OWENS x X x x I X 'X X x x xAREA OFx B% & "C" LINES x x X GP$ DERIVED GONTft�h POINF$. NO WARRAGI FY IS MA11E AS TO THE ACCURACY
Z 0059-000-0085-0000 x I x X X x � VFEA - ,i ,. - _,, .;:. ,t_ r - " x X'x X.. xx x Xx x- x x" x
` x X x X X x x X X" x X X X'�'��" .._ <�
- Z lion
x x x x x x_x X xIII :2 ;� _
IRON tli4w rya. :x IX x X X
UPLAND AREA - "I X
FOUND •D. E: 2884562.93 FtUS �O x X X x X X%% x x x X X X x X _X X X X X
S 4962V4T W WETLAND DELINEATION DETERMINED BY ENVIRONMENTAL PROFESSIONALS, INC.
HOUSE
679.31' SA 6A 7A 1B 2B 9B 128 19C 268 _ 1G % X X x, �„ X X X X X fix. x X : X x x x X / SHORELINE 1404 S. VIRGINIA DARE TRAIL, KILL DEVIL HILLS, N.C. IN JUNE 2006.
co n 4A X X �/ x 3B l3 78 8B 108 148 15BX 8B 21B 23B24B •25B X x X 2x x x X X X X X X X x X X X X x X X X" x
X x 4B 586 x„ x X X EXISTING POND X x X x x
- o 'A r x t$ 13B x X 3208 x X K x BOAT HOUSE, �" x x x X x X x x X x x X X x X X x x/ THIS MAP WAS NOT PREPARED FOR RECORDATION IN PUBLIC REGISTRY.
Z RIP -RAP x x 22B` k x X x x1 x -_--X X� x x x �-x x x X CERTIFIED ONLY AS EXHIBIT FOR USE BY LANDOWNER, ENVIRONMENTAL
z \ WETLAND AREA SHORELINE RIP -RAP X x x \ X X" i�X 'x X x 1° x x X X X-- j, X x X � X x x X X j CONSULTANT AND WETLAND REGULATORY AGENCY ARCHIVE.
4,030 Sq. Ft. t X X x X' X X.� \x X X X X x X X X x X x x x X X X X x x x X X/
SHORELINE i�� w ..�... `.x`X XX x x X X X X/
SHORELINE X X X X X,AOQ� E88�o~�0,�/ �4
`1 COINJOCK BAY �X /ZSc��6 Q�oF `Y,"=
RUSSELL C. SANDERSON, PLS L-2898 �� SfAL Z
EXISTING PIER ,; COINJOCK BAY IL 2898
:� t ��e O `
au
SQ
I
DATE : 08-07-06 SURVEY OF "404" WETLAND DELINEAT
GEO GEODETIC SERVICES, INC. SCALE: 1"=100'
321 CLEVELAND PLACE NICHOLSON'S POINTE PROJECT
REV: 08-30-06/PROP. BDY--WETL. REV.
TOPOGRAPHY SHOWN FROM SURVEY BY HYMAN & ROBEY, P.C.
"TOPOGRAPHICAL SURVEY FOR NICHOLSON'S POINT, L.L.C'
DATED: 05-06-04 AND REVISED: 07-26-04
BEARING AND DISTANCES IN TABLES AND COORDINATES SHOWN ARE
N.C. SPCS NAD 83(86) IN U.S. SURVEY FEET
FROM NGS MARK 'S 166' - SITE COMBINED FACTOR=1.00008416
BEARINGS AND DISTANCES SHOWN FOR PROPERTY LINES ARE FROM
�yv °rytrys 5��� RECORD PLATS AND ARE NOT ON N.C. GRID MERIDIAN
REFERENCE MARK OS 166" LOCATED AT POSITION:
�q0 36023'13.07137' N LATITUDE
LINE
BEARING
DISTANCE
1A-2A
N 26055'14" W
14.01'
2A-3A
N 58°49'32" W
13.77'
3A-4A
N 0000126" W
19.02'
4A-5A'
N 25029"7" E
37.05'
SA-6A
N 24042'110 E
39.55'
6A-7A
N 36°08'40' E
36.41'
7A-8A
N 36°06'33' E
44.44'
'D' - BA
S 33°44'50- W
467.32'
075°59'28.40746' W LONGITUDE
Q dD� ORTHOMETRIC HEIGHT (NAVD88)=1.967 METERS x X x X X% X x x
GEOID HEIGHT (GEOID03)= -38.30 METERS X x X k k X x x x x
�i IX x x x
�oGy P� WETLAND AREAS HATCHED
N/F N/F
TAYLOR WALKER
0059-000-0072-0000 0059-000-0077-0000
N 4601VOT E
N 46°18'02" E 17.43'
N 48°3T31' E 1018.66'
283AW
o io
b N N
N �
N
Z
LINE
BEARING
DISTANCE
1B-2B
N 4705345' E
36.62'
2B-3B
N 66*2726" E
14.54'
3B•4B
S 80°48'53" E
20.27'
46-'i8
N 43*11'30* E
39.35'
56-6B
N 30°39'29" E
16.51'
6B-78
N 16°15'35" E
35.68'
7B-88
N 25058'50" E
36.03'
8B-9B
N 13014'24' E
20.78'
9B-tOB
N 46045'08" E
23.64'
1OB-11B
N 51004'05' E
25.19'
118-12B
N 020475T W
21.19'
12B-13B
N 74010*460 E
17."
136-148
N 33°52'34" E
21.56'
14B-15B
N 20049'41" E
38.01'
15B-18B
N 41 °29'19" E
20.98'
18B-19B
N 39'44'04" E
62.38'
19B-20B
N 76°14'34" E
21.54'
2OB-21B
N 31030'44' E
23.39'
21B-22B
N 85001'20' E
28.27'
22B-23B
N 07°19'3T E
26.67'
238.248
N 00951*561 E
30.65'
24B-25B
N 13024'04" E
21.15'
25B-26B
N 24°13'46" E
21.78'
"D" -1 B
S 29°5553" W
350.89'
LINE
BEARING
DISTANCE
1C-2C
N 22°19'45" E
22.56'
2C-3C
N 55030'43" W
24.93'
3C-4C
N 33010'25" E
62.OT
4C-6C
N 33*37'590 W
99.04'
6C-7C
N 16°24'52" E
64.43'
7C-6C
N 58°00'47" W
69.16'
8C-9C
N 20046'19" E
43.58'
9C-10C
N 05001114" E
29.90'
1OC-11C
N 23°03'24' E
58.08'
11 C-12C
N 31 °46'33" E
70.73'
12C-13C
N 31°52'1OnE
115.00'
13C-14C
N 33023'07' E
73.86'
14C-15C
N 19054'56" E
88.99'
15C-16C
N 10*50'560 W
69.42'
16C-17C
N 12°46'34" E
43.63'
17C-18C
N 0803834" E
80.53'
18C-19C
N11018441"E
34.61'
19C-20C
N 12019'32" W
37.30'
20C-21C
N 30°57'53" W
75.80'
21C-22C
N 43°01'14' W
80.24'
22C-23C
N 47014'02' W
55.89,
23C-24C
N 63010'01' W
71.35'
24C-25C
N 44*56'130 W
64.55'
25C-26C
N 51°29'58" W
82.99'
26C-27C
N 34°31'58" W
89.13'
"D"-1 C
N 43°52'07" E
296.41'
,-
ION LINES PROJ NO.
10551
0 100 200 300 400
SERVICES vIRGINIA BEACH, VA. 23462 REV:09-12-06/PROJ. FROM 10538 TO 10551 CRAWFORD TOWNSHIP - CURRITUCK COUNTY, NORTH CAROLINA GRAPHIC SCALE - FEET SHEET
-0F -

t
3 J n`
.000,
w � , E}
�'00000 Or 1 ��'�'"'���� �\ EXISTIN
G POND
_- Y
t�
,y CAMA WETLANDS
w
i
\ /
30' CAMA Lihe�
As Per ENVIRONMEN
PROFESSIONALS, IN
Nq
P�
ti
�oJq� L
r.. /
a)
v /
75' AEC Line
/ As Per ENVIRONMENTAL
C PROFESSIONALS, INC.
J
U� ,/
30' CAMA Line
As Per ENVIRONMENTAL
PROFESSIONALS, INC.
CAMA WETLANDS
9
I
0
� o
z
0
0
w J
H
yr O to
'n Z.
CO)
J 4-4 _
i cu
f a0
o z
O
.� u
'> Z U
� U
U
c
N
2
-1
4—
Nma
W
.0aN�
o
y
c �n
Zc,LL'W
V
N
m00m
C 0
>�
c
.c
wraE
w
Cr
to
��on
N v
G
C
a�
J1
�r
SCALE: 1 "=100'
FILE NAME:
Ik\06\117\dwg\bhbils\06117 Wdads
Edwbit.dwg
APPROVAL DATE: 00-00-00
PROJECT: 06117
SHEET
DRAWN: PAYF/MGH
CHECKED: RHD
DATE: 02/04/10
t