20221070 Ver 1_wetlands-prelim-c_20220809

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ELM ST
JOHN DR
I=N DR
HEL
0
H-
H-
H-
(n
ii HWY 33
SITE
VICINITY MAP
NOT TO SCALE
POTENTIAL NON -WETLAND WATERS
OF THE U.S. - 3,137 L.F. ±
•
■
■
■
■
■
■
POTENTIAL NON -WETLAND WATERS
OF THE U.S. CONTINUES TO THE
END OF THE PROPERTY LINE AT
THE RIGHT-OF-WAY OF NCSR 1925
(S. 5TH STREET)
Parcel Line Table
Line #
Length
Direction
L1
20.52
N 12°07'22" E
L2
60.95
N 47'34'17" E
L3
40.34
N 25°54'46" E
L4
61.08
N 40°26'28" E
L5
68.14
N 71 °19'05" E
L6
71.37
N 50°44'38" E
L7
46.70
S 79°20'28" E
L8
62.62
N 65'51'59" E
L9
38.23
N 11°00'08" E
L10
64.90
N 53°31'15" E
WL102
WL109 WL107 0 \-
WL108
Parcel Line Table
Line #
Length
Direction
L11
59.59
S 40°38'46" E
L12
31.17
N 6°14'36" E
L13
45.09
N 10°33'40" W
L14
65.93
N 15°22'08" W
L15
52.31
N 5°19'15" E
L16
49.67
N 48°22'03" W
L17
49.45
N 30°00'35" E
L18
40.93
N 5°10'18" E
L19
68.78
N 30°42'56" W
L20
18.44
N 88°40'35" W
Parcel Line Table
Line #
Length
Direction
L21
17.29
N 1 °32'39" W
L22
24.01
N 0'58'17" W
L23
505.81
S 87'32'40" W
L24
264.81
S 80°27'52" E
L25
251.74
N 55°05'39" E
L26
221.90
S 28°18'39" E
L27
255.75
S 19°21'13" W
L28
52.46
S 81 °42'20" E
L29
306.77
S 24°04'10" E
L30
683.21
S 87'33'25" W
NC HIGHWAY 33
PUBLIC RIGHT-OF-WAY VARIES
L111-1 _ _ _ rL101
- -1 �0 wL111 �e.L WL1 �V02 3 L10� o WL104
�. / / /o • a
�WL110 o- - • WL1051,8
''o L100� \05
• . -ems `106 WL106
L107
•
WL100 (POINT OF BEGINNING)
LIES N 87-56-28 E 2339.27'
FROM N.C.G.S.M. "ROWE"
L POTENTIAL WETLAND
AREA "A"
5,530 S.F. ±
o
o
APPROXIMATE LOCATION OF THE 1% FLOOD
PLAIN LIMIT AS TAKEN FROM N.F.I.P. RATE
MAPS DATED MAY 15, 2003 COMMUNITY PANEL
3720656600J. BASE FLOOD ELEVATION = 7
/ WL4
WL3
v •
WL2 / I
C�
ti
POTENTIAL NON -WETLAND WATERS
OF THE U.S. - 236 L.F. ±
■
i�fo• / WL6B
•
■
• I�
WL5
Parcel Line Table
Line #
Length
Direction
L31
42.87
N 45°00'18" W
L32
51.43
N 14°20'29" W
L33
56.41
N 45°11'20" W
L34
64.14
N 33°32'18" W
L35
64.72
N 76'24'40" W
L36
62.16
S 87°55'26" W
L37
93.30
S 66°51'20" W
L38
55.07
S 85'46'57" W
L39
53.70
S 51'06'45" W
L40
55.34
S 67°21'46" W
Parcel Line Table
Line #
Length
Direction
L41
46.79
S 29°35'45" W
L42
55.86
S 20'51'30" W
L43
21.63
S 20'51'30" W
L44
307.37
S 8733'25" W
AURORA VOLUNTEER FIRE DEPARTMENT
DB 913 PG 795
Parcel Line Table
Line #
Length
Direction
L100
10.44
S 20°50'50" E
L101
36.76
S 82°11'34" E
L102
38.99
N 72°34'50" E
L103
34.39
N 85°58'16" E
L104
17.32
S 3524'35" W
L105
41.66
S 5924'18" W
L106
42.77
S 79°19'29" W
L107
60.45
S 84°58'34" W
L108
39.31
N 60'31'16" W
L109
15.31
N 11 °22'26" E
N
I
WL20
-J • WL18
WL19 L20\
•
(,c`
0
WL15 •
WL14
J •
WL13
\.
WL12
WL9
/ ENO / �j WL11
WL8 / V.
' WL10
WL6A k.$ • WL7
L7
•
I
404 & COASTAL WETLANDS K
■
■
I
■
■
A
■
WL1 / ■
WLO
WLO (POINT OF BEGINNING)
LIES S 71-52-21 E 2349.45'
FROM N.C.G.S.M. "ROWE"
PCS PHOSPHATE COMPANY, INC.
N
L44
if
L �
O
•�
9
• o--- •
L38
TOWN OF AURORA
DB 2037 PG 977
L23
404 & COASTAL WETLANDS
404 & COASTAL WETLANDS
o /
.O� •
/ /
L L36 F •5 • •q
G 5
• �,$'I E
UPLAND
(u`
D•
Kt`
C
B
O
Parcel Line Table
Line #
Length
Direction
L110
58.99
N 73°47'33" E
L111
11.18
S 81 °36'50" E
�2 \
404 & COASTAL WETLANDS
POTENTIAL WETLAND
AREA "B"
653,673 S.F. ±
15.006 AC. ±
‘1; L30
A
PCS PHOSPHATE COMPANY, INC.
DB 1295 PG 250 I DB 1295 PG 250
•
404 & COASTAL WETLANDS
AL
L28
W
W
U
0
V)
M
L
K
J
H
G
F
E
D
C
B
THIS DRAWING IS THE PROPERTYIOF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, Q!SPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSEN OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. (0 COPYRIGHT, THE EAST GROUP. P.A. 2000)
A
SEAL
Cs
SEAL
STATE OF NORTH CAROLINA PITT COUNTY
I,
WILLIAM B. HILLIARD ,
CERTIFY THAT THIS
PLAT
WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION; (DEED DESCRIPTION
RECORDED IN BOOK
-
PAGE
-
). THAT THE RATIO
OF PRECISION AS CALCULATED
IS 1:10.000+,
THAT THIS
PLAT
WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS
OF
PRACTICE. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL THIS
DATE
DAY OF
MONTH , 2017.
L - 4509
LEGEND
ECM = EXISTING CONCRETE MONUMENT
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
NIP = NEW IRON PIPE
NPK = NEW PK NAIL
AC = ASBESTOS CONCRETE PIPE
CI = CAST IRON
CLF = CHAIN LINK FENCE
X
CSW = CONCRETE SIDEWALK
DIP = DUCTILE IRON PIPE
GW = GUY WIRE
MH = MANHOLE
OT = OAK TREE
PCT = PECAN TREE
PP = POWER POLE
RCP = REINFORCED CONCRETE PIPE
SI = SIGN
TC = TERRA COTA PIPE
VC = VITRIFIED CONCRETE PIPE
WV = WATER VALVE
= NOT TO SCALE
0
= NO POINT SET
= OVERHEAD ELECTRIC
E
= SEWER LINE
SS
= STORM DRAIN
SD
= WATER LINE
W
NOTES:
1) THIS PROPERTY IS SUBJECT TO THE TAR/PAMLICO RIVER
RIPARIAN BUFFER RULES.
2) THE SURVEYOR MAKES NO GUARANTEE THAT THERE ARE
NO OTHER EASEMENTS THAT MAY BENEFIT OR BURDEN THE
SUBJECT PROPERTY.
3) THE AREA DEPICTED IN THIS SURVEY IS PARTIALLY
LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS
SHOWN HEREON AS TAKEN FROM N.F.I.P. RATE MAP DATED
JANUARY 2, 2004 COMMUNITY PANEL NUMBER
3720560700J.
4) SUBSURFACE UTILITIES SHOWN WERE TAKEN FROM
ABOVE GROUND EVIDENCE AND RECORDS PROVIDED BY
GREENVILLE UTILITIES COMMISSION.
5) SPOT ELEVATIONS & CONTOURS ESTABLISHED FROM
N.C.G.S. MONUMENT FENCE (NAVD88 ELEVATION = 65.1).
6) PROPERTY LINES SHOWN AS DASHED REPRESENT LINES
NOT SURVEYED.
7) UNDERGROUND UTILITIES SHOWN ARE THE APPROXIMATE
LOCATION AS TAKEN FROM DRAWINGS PROVIDED BY
GREENVILLE UTILITIES COMMISSION AND ABOVE GROUND
EVIDENCE.
GRAPHIC SCALE: 1" = 50'
0 25 50 100
A
REV.
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP,
P.A.
.Engineering
•Architecture • Surveying • Technology
S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
TOWN
OF
AURORA
RICHLAND TSP, BEAUFORT CO., N.C.
DRAWING TITLE
WETLANDS
MAP
SCALE
DEPARTMENT
DRAWN BY
DATE STARTED
SHEET No.
WBH
01 /22/21
CHECKED
DRAWING NO.
APPROVED
S U 1
PROJECT NO.
20190222
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