80-15 Minor Mod Lost Colony Center for Science and Research Inc Oversized Plans

Community of Gum Neck
NC 94 Tyrrell County, NC
S8,309
SR 1310
SR 1321 SR 1315 SR 1316
SR
SR 131
94
SR 1320
SR 13
Vicinity Map not drawn to Scale
Vicinity Map
404 Wetlands Tract 1
rom o Bearing Dhftnco
81
C1
N 71 °3749" W
13.22'
C1
D1
N01V9'12"E
18.40'
D1
E1
N 10"14'32" E
36.63,
E1
F1
N 06'41'41" W
12.20'
F1
G1
N 14°22'05" E
21.21'
G1
H1
S 40°50'59" E
18.97'
H4
H
S 5F42'21" E
14.05'
H
J1
S 46°55'34" E
17.92'
J1
K1
S 17°51'55" E
7.46'
K1
L1
S 34°54'10" W
27.97'
o I w W
I
404 Wetlands Tract 2
rom o BearIng MOHR
01
N1
S 81 °19V5" E
3.15'
O1
P1
N 07652'08" E
25.1 r
P1
H2
N 07034'34" E
4.96'
H2
R1
S 47031'23" E
22.06'
02allam 9
I
Job
Sits
Surveyor's Certificate & Parcel Status
Hugh A. Sorrell, a Professional Land Surveyor In the State of North Carolina,
centiiy that this plat was drawn under my supervision from an actual survey performed
under my supervision. That the boundaries surveyed are defined in Deed Book 239
Page 250. That the boundaries not Surveyed are dearly indicated. That the ratio of
precision as calculated is 1: That the following information was used to
perform the GPS survey.
GPS receiver used. Spectra SP 80
Class of survey: C
Positional accuracy: 0,03
Type of GPS field procedure: Virtual Receiving Station
Dates of survey: December 13, 2016
DatuftEpoch : NAD 83 /2011 ac ushment
Published I feed control use 12A
Combined Grid Factor: 0.9999065
Units: US FOOT
That this plat was prepared in accordance with GS 47-30 as amended. That this plat meets
the requirements of GS 47-30 section F-11, as an existing parcel of land that does not create
a new street or orange and existing street.
►17
Metes & Bounds of Proposed
Area to be Dredged
Metes & Bounds of Total Tract
rom To ea nDistance
83
C3
S 32°52'17" W
170.01'
C3
A3
N 07032'26" E
201.20'
83
D3
S 52°58'50" E
13.30'
83
E3
S 42056'18" E
28.26'
o I
I
Metes & Bounds of Shoreline
rom o Mn mince
R2
02
S 59009'55" E
Q2
P2
S 17°44'17" W
1.93'
P2
02
S 50°16'12" E
13.51'
02
N2
S 8204457" E
8.44'
N2
N2
S 19013'55" E
1.91,
N2
L2
S 06°04'17" W
8.48'
L2
K2
S 34°5140" W
5.93'
K2
J2
S 52°49'14" W
4.62'
J2
i2
S 54037'54" W
10.56,
o w
&94I
1
i
i
i
,i
i
1
t
I
� I
sI
Q j
I
i
i
• ��0 � constriction a 8'X 16" t
e y l Restroam i
P�ta9 s1Pj ./ p®fit► j 1 j g Facilities
• j:�' ,
(Permitted)
F2
01
t
01 •81��
• ` •� /�
N •�404Wetlands, ��•tr._..ik.......• !1. ....:......3k....�:1K1
Tract 2 control comer 1 sd 6' j Ex/aburting 1d 1 Reber
�• .� burled 12"
Control ComerT Y'Mf� • R1 NC 1,286a �'Bie Ramp D3
Nc t���� =Z,1.45--L-_---
�oordtnstee E85807Edge of Pavement
N = 721,237.44 I
E = 2,858,043.61 ----------------------- E3
.1.
S 31.28'26" W - "-'-
� F3 Existing
- 131.49' Meg Nall
I �Na----------
l -_ SR 1316 _ --------------------
` - - - - - _ - 2 Lane Faved-Roadway
60' Right of Way by Deed Book 161 Page 877
From To Bearing Diftnes
V1
U1
S 09°09133" W
1Z73'
W1
V1
S 06051'52" W
16.43'
X1
W1
S 30*5271" W
3.47'
Y1
X1
S 0300553" W
16.63'
Z1
Y1
S 06°02'05" W
11.50,
A2
Z1
S 0605448" W
11.24'
A2
C2
N 35"25'30" E
7.86'
D2
C2
N 05°31 WO E
23.98,
E2
D2
N 07°4077" E
7.89'
F2
E2
N 05°16'01" E
8.05'
G2
F2
N 08°20'52" E
7.87'
H2
G2
N 07°3434" E
43.70'
P1
H2
N 07w3434" E
4.96'
P1
S1
S 81 "44'57" W
3.24'
O I «
I
.e
Control Comer 4
Point "A3"
;anal `•. NC Grid Coordinates
N= 721,417.02
E = 2,858,047.45
Points "C2,12 thru S2"
are along the Nigh Water
Mark of Canal Bank
s ' $te pt1� • Repr+eaenbpaoxlatlnp
tel
h cs s
A2
9
Pa "U1" ••'�•-2" te Gaffs 9nt1 89� Z1 .°''� •
NC ondaoMlnede to Vol he d 8�'
Ea285803029 ''�'j P+,p �' Vv\e66.- 4�G Qt3 Y1
Walkway
C2 l2
`r � J2 K2
i
J
J M2
p o� ��y�,\fit o "0 J �11 4
tAa �ytN toY"Ptga fl �• F1
' i Total Tract Area
r 2 �E1 404 Wetlands 0.17 acres
c Tract 1 f� H1 7,343.15 sq It
Oft
T, ` '`&StwyFrame ♦� ���
'� $ a :f . ° •fie\ • r SWicture under H .•
Lggen
EIP = Existing iron Pipe
*1 NIP = New iron Pipe
,��11111 # i l!f f
@ Ex. Mon. = Existing Concrete Monument
Mag Nail= Survey
Magnetic Nail
0 NPS = No Point Set
i Power Poleight
4
of Way
'-"'-'
• SEAL r•
• - L-2849 rx• =
= Centerline
= Lines Surveyed
'.2 0 •
•- - = Lines Not Surveyed
tiG.OSUR�f�y•�, `�
\
:Power Line
Curbing
gitli�Rt;��
_..._..._ , r8oundary
R!W = Right of Way
PC = Point of Curvature
PT m Point of Tangency
All NIP's set are black Iron pipe i"In Diameter by 24" long
Linear Units are "US FOOT"
Angluar Units are "Degrees, Minutes & Seconds"
--SS - = Sanitary Sewer Line
20 10 0 20 60 80
RECEIVED
AUG l'
D CITY
Canal
A. This plat is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restridive covenants
of record not shown hereon.
S. Area computed by the Method of Coordinate Geometry
C. Ail distances are horizontal ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
E. Underground utilities are not included in this survey.
Special Notes
(Now orFomwfy)
Josh Jones
Deed Book 166 Page 897
Typical Section of Canal Dredging
Length of proposed additonal Dredging Is 971.
Total earth to be removed, 39.00 sq ft X 97' = 3783 oubk !t
39 sq !t per foot
^,% ., - A % \ __ _. .._ J NewWaAmy
Perm Re "
Section "03, H3,13 & J3" is
currently permitted
Inset Scale 1" a 10'
rrarw -eQ
Section "H3, K3, L3, & 13"
is an additional area for
dredging not currently
permitted
Map Revised April 261 2017
A Survey for the Purpose of Enviormental
Permits for. -
The Suggs -Willard
Foundation
Gum Neck Township Tyrrell County, NC
Scale 1 " = 20' Surveyed December 13, 2016
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Alley Washington, NC
www.sofelilandsurveying.com Office [phone]
Company License: C 3508 Mobile [phone]
"Serving the land surveying needs of Eastern NC"
File: 0916SWF03

NORTH REF.
D. B. 161, PG. 877
PROPOSED PROJECT
_ C Cr (y
IZ f yl
7
LEGEND
LINES SURVEYED
- - - - - LINES NOT SURVEYED
C•L - - - CENTER LINE
CMS - - - CONCRETE MONUMENT SET
ECM - - - EXISTING CONCRETE MONUMENT
ETA - - - EXISTING IRON AXLE
EIP - - EXISTING IRON PIPE
EIR - - - EXISTING IRON ROD
ERRI - - - EXISTING RAILROAD IRON
ERRS - - - EXISTING RAILROAD SPIKE
EPKN - - - EXISTING PARKER-KALON NAIL
NIR - - - NEW IRON ROD SET (30' AS RERAR)
NIP - - - NEW IRON PIPE
RRSS - - - RAILROAD SPIKE SET
H/W - - - RI6HT OF WAY
PP - - - POWER POLE
D.B. - - - DEED BOOK
POB - - - POINT OF BEGINNING
NPS - - - NO POINT SET (COMPUTED OR PLOTTED POINT)
MNS - - - MAGNETIC SURVEY NAIL SET
EMN - - - EXIST. MAGNETIC SURVEY NAIL
sss - - - STAINLESS STEEL SPIKE (COTTON SPINDLE)
ESSS - - - EXIST. STAINLESS STEEL SPIKE (COTTON SPINDLE)
PKNS - - - PARKER-KALON NAIL SET
EAI - - - EXISTING ANGLE IRON
N/F - - - NOW OR FORMERLY
w ^ - - - rpx_!rn `')'En Pn iuT
PC - - - PLAT CABINET OR POINT OF CURVEeDE6 CURVE)
PT - - - POINT OF TANGENT (END OF CURVE)
SL . - SLIDE OR SLOT
TP - - - TELEPHONE POLE OR PEDESTAL
LP - - - LIGHT POLE, STREET OR SECURITY LIGHT
CC - - - CONTROL CORNER
STATE OF NORTH CAROLIN-A
COUNTY OF TYRRELL
I, dOHN F_ BRAMMER, certify that this plat was drawn
under my supervision from an actual survey made
under my supervision, (deed description recorded in
Book 161 Page 877 (other): that the boundaries
not surveyed are clearly indicated as drawn from information
found in Book AS NOTE[, page AS NC]TEB• that the ratio of S�ZiiIIIIEr�jrr
precision as calculated is 1. 20,000 that this plat was yy;SCARS jT,
prepared in accordance with S.S.87-30 as amended.Gf- S
Witness my original signature, license number and
seal this 8 day of OCTOBER 2013 M SEAL
w
M L-262i
PROF&SIONAL LAND SURVEYOR LICENSE NUMBER L - 2621��Q,[
I, JOHN F. BRAMMER PLS certify that the parcel surveyed is 1`'T,l. �U �R E(j,yS
supject to the following.' of P
A area ofeasurvey countycorates a municipalityision of that haslandwithin ordinancehe drrljs =®R
that regulates parcels of land,,
That the survey is located in a portion of a county
0 or municipality that is unregulated as to an ordinance
that regulates parcels of land;
C Any of the following.
the survey is of an existing parcel or parcels
ajThat7and and does not create a new street or change
an existing street;
That the survey is of an existing building or other
P structure, or a natutal feature, such as a watercourse;
3 That the survey is a control survey.
That the survey is of another, category, such as the
D recombination of existing parcels, a court -ordered survey.
or other exception to the definition of subdivision;
The information available to the surveyor is such that the surveyor is unable to make a
E determination to the pest of the surveyor's ability as to the provisions contained
in ) through (D) above.
PROF SSIONAL LAND ,SURVEYOR LICENSE NUMBER L - 2621
NO TITLE SEARCH INFORMATION WAS PROVIDED TO THE SURVEYOR, ONLY DOCUMENTS SHDjw ON THE PLAT WERE USED FOR THIS SURVEY.
THIS PROPERTY SUBJECT TO ALL EXISTING EASEMENTS, R/W, ZONING REGULATIONS AND RESTRICTIVE COVENANTS THAT MAY BE
REVEALED BY A FULL AND ACCURATE TITLE SEARCH THAT MAY OR MAY NOT BE SHOWN ON THIS PLAT.
L E G E N D
NEW BLDG.
( PLAN VIEW )
NEW RESTROOM � M::'
BLDG. �
NEW DECKS
EXISTING
BUILDTND�
.� EXITI F
NG �
DOCKS °11
❑ l�
< Z
EXISTING
DECKS
LAMA AND WETLANDS
SEE MAIN DRAWING
LINE LEGENDS ON
TABLE FOR CALLS
WATER DEPTHS
ARE NWL
(NORMAL WATER
LEVEL)
NOTE:
455J SO. FT.
OR 0. 10 ACRE
IN CAMA AREA
ALL ';IECKS WILL BE
6' I,1IDE.
EDGE
OF
6a1LkA&ji .0 AI %'4. WATER
t���", �;1v •� �►- NWL
4' WALKWAY
r
1'E LINE.
B
R�T� hFq
WING RN o 1%
2• I)VTQ q l
BULKHEAD WILL ALLOW 14Nk�
FREE FLOW OF WATER
INSIDE OF BULKHEAD �!
WHERE EXISTING
;'DATER IS PRESENT // \
AT THIS AREA. 1
.SCALE i"=30'
0 30 60
EDGE -
nn OF
Vto nc WATER
NwL-
/ E
/
Q
BOAT BASIN �+
STATE OF NORTH CAROLINA
COUNTY OF TYRRELL
I Review Officer of TYRRELL County
certify that the map or pl,�-to which this certificate is affixed meets
all statutory requirements or recording.
Review Officer Signature {Date
l._i11+•�''� �`�Z (�ri®ti"ate �>�;rl�`���_
1
/ \ SO \ ��
ILI9� \
NGS MONO.
BUCKRIDGE 15
PID DF4489
ELEV. 2.00
RECEIVED
JUL 2 9 2015
M