17-08 Wetlands Map OVERSIZED PLANS

NOTES:
SEAL
SEAL
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w
0
V)
Q
ry
0
0
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cy i -T�
WE
CD
CD
CD
CD
C'4
WAs�II ,Groh �, NOTE V ER
U.S.G. S.M. "ENGIN RM 2" LIES
�,u RrI/zR
SITE
0 IL�, A
CHOCOWINITY QqY
VICINITY MAP
NOT TO SCALE
LINE TABLE WETLAND AREA Y
Y1 TO Y2
LINE
LENGTH
BEARING _
L300
42.18
N90'00'00"W
L301
56.69
N30'14'49"W
7302
36.83
S73'48'30"W
L303
31.85
N29'03'34"W°
L304
14.25
N68'25'27"W
L305
10.45
S43'43'19"W-__
L306
60.31
S56'58'33"W-,__
L307
11.15
S47'36'45"W�.,_
L308
23.65
S86'32'16"W „_
L309
49.72
N70'20'12"W
L310
35.46
N65'04'55"W___
L311
61.40
N65'03'46"W
L312
_.
62.62
N62'43'06"W___
L313
88.92tN7!2-02'31"W
N713'53"'W ,__
L314
50.11N630'19"'W
L315
B8.88
Y2 TO Y3
L316
73.08
N78'13'46"W
L317
33.61
N80'01'25"W' „
L318
50.56
N82'20'33"W__
L319
45.56
N87'27'03"W
L320
85.39
N79'30'55"W
L321
71.91
N75'58'17"W'
L322
46.26
N79'38'38"W_,._
L323
58.45
N78'29'03" W _
L324
42.44
N65'16'07" 4V _
L325
30.63
N82°20'18"W ,_
L326
10.68
N66'34'31"Wd _
L327
40.78
N66'29'07"W ,__
L328 46.95 N74'10'46"\w
L329 40.79 N62'17'Dl'W
L330 49.67 N73'02'54" \N
L331 25.66 N43'12'42"W'
Y3 TO Y4 _
L332 25.61 N21'44'59"E_,-_
L333
37.30
N51'02'25"E
L334
53.65
N52'17'30"E_
L335
44.23
N83'08'39"E __
L336 85.65 S76'44'36""e_„_
L337 69.90 N89'51'03" E __
L338 37- 94 N37'28'40"E
Y4 TO YS
L339 101.77 N13'09'17"W
L340 16.68 N23'49'45"E-„_
L341 28.26 N40'21'01 "E „
L342 48.50 N64'35'13"E__,-_
L343 38.35 N36'23'56"E
YS TO YP
L344
55.78 N44'19'22"E _
65.31 N49'55'52"E
81.50 N43'06'47"E__
Yp TO YJ
21.46 N88'45'39`E
29.17 S72'15'39"E_-_
42.68 S73'24'41"�__
38.90 S64'54'26"E
L345
L346
L347
L348
L349
L350
L351
61.45
S71'35'38"E
L352
71.21
S78'25'06"E
YJ TO YA
L353
33.91
S02'21'43"W
L354
67. 66
S45'34'15"E
L355
47.02
S15'01'43"E
L356
85.34
104.79.
59.80
S67'50'19"E
L357
S62'26'54"E
L358
S58'30'41 "E
L359
119.31".
S58'03'27"E
L360
44.3`,
S47'27'14"E
L361
55.0+
S56'34'52"E
YA TO Y1
L362
55.31
S64':51'05"E
L363
34.76
S56'27'41 "E
L364
60.28
S53'04'43"E
L365
40.31
S25'49'10"E
L366
41.12
S13'41'38"A
L367
61.27
S03'28'21 "WA
L368
49.93
S19'51'33"W
L369
34.04
S02'20'17"E
L370
77.57
SOS'04'28"W'
COMBINED SCALE FACTOR = 0.99987791
ALL DISTANCES ARE HORIZONTAL
GROUND MEASUREMENTS IN FEET
AND DECIMALS THEREOF UNLESS
NOTED OTHERWISE.
ROBERT LEO HUTCHINSON
and wife RUTH MARIE HUTCHINSON
DB 780 PG 112
R/W
10VIIi
BH = BULKHEAD
EIP = EXISTING IRON PIPE
EPK = EXISTING PK NAIL
B/L = BOUNDARY LINE
R/W = RIGHT-OF-WAY
= CENTERLINE
o = NO POINT SET
SOURCE OF TITLE
DB 1519; PG 643
PC "G" SL 71-4 & 70-5
�--, PAMLICO RI
t PROPERTY LINE IS THE MEAN HIGH
WATER LINE. (MEANDER LINE IS THE
APPROXIMATE LOCATION OF THE MEAN
ZBH1 HIGH WATER LINE.)
--_ ! Lt2i ZBH2
N 53'13'26" W
_.507,12'
07�
N 33'57'48" W 987.68' FROM
N.C.G.S.M. "BEACH 1933"
N = 645,629.44 FT. (GRID)
E = 2,587,718.64 FT. (GRID)
ELEV. = 1.3' ± (NAVD 1988)
1) THIS PROPERTY IS LOCATED IN ZONE AE AND IS IN A
SPECIAL FLOOD HAZARD AREA AS TAKEN FROM N.F.I.P. RATE
MAPS DATED MAY 15, 2003 COMMUNITY PANEL NUMBER
3720568400 J (BASE FLOOD ELEVATION = 10).
2) ALL WETLANDS AND WETLAND LINES SHOWN ARE
APPROXIMATE AND ARE SUBJECT TO THE DISCRETION AND
DETERMINATION OF THE UNITED STATE ARMY CORPS OF
ENGINEERS.
XP bl " O
N.C.G.S.M.
"BEACH 1965"
N = 644,810.259
E = 2,588,270,424
ELEV. = 3.37' (NGVD 1929)
NO LAND PARTNERSHIP, LLC
�{1 DB 1519; PG 643
PC "G"; SLIDE
70-4 & 70-5
VQJ�O ', t iW
>
0
IL
I
03
Do0
0 cp
)3
L478 �L - \ - r
NC LAND PARTNERSHIP, LLC
!% L4s0 DB 1519; PG 643
PC 4 SLIDE
70 /
N 51'43'23" W
�_ ... 260.73' *Cso
.I°°`'�' �� WETLAND AREAS
N 52'1513 ' W
23134' ® 62.47 AC t
PROPERTY LINE IS THE: MEAN HIGH WATER LINE
OF CHOCOWINITY BAY. (MEANDER LINE IS THE
APPROXIMATE LOCATION OF THE MEAN HIGH Y�
WATER LINE.) / ��0.06 AC
,,,•..----.�-'... � ...� O f
. ...........
LINE TABLE WETLAND AREA Z
ZBH2 TO ZBB
LINE
LENGTH
BEARING
_
LINE
LENGTH
BEARING
L100
12.26
S40'55'41"W
L114
77.57
N33'57'24"W
ZBB TO ZAY
L115
62,51
N09'12'56"W
L101
24.66
S09'23'24"E
L116
27.05
N17'42'58"E
1-102
7.59
S25'21'44"E
ZAL TO ZBH1
L103
32.59
S25'09'51"E
L117
47.79
N52'07'37"E
ZAY TO ZAL
L118
22.25
S72'54'40"E
L104
23.62
S70'18'05"W
L119
41.22
S45'14'26"E
L105
13.68
S81'48'27"IV
L120
4.80
N62'28'45"E
L106
51.12
N63'09'54"W
ZBH1 TO ZBH2
(ALONG EXISTING BH-B/L)
L107
56.80
N53'21'27"W
L108
56.14
N54'33'56"W
L.121
52.97
S46'04'17"E
L109
186.5�
N53'35'41 "W
L122
111.80
S59'33'59"E
10
51.1N45'31'00"W
L123
107.82
S41*17'01"E
44.75
N45'55'14"W
L124
127.09
S18'48'29"E11112
r
6819
N39'38'35"W
L125
132.98
S40'42'01"E
1
52.50
417'16"y3
6'40'32"E
fir
LINE TABLE WETLAND AREA X
XA TO XB
LINE
LENGTH
BEARING
L200
24.69
S20'56'10"W
L201
19.03
S72'15'31 "W
L202
34.48
N80'56'49"W
XB TO XC
L203
27.10
NO3'04'24"E
L204
23.29
N15'29'45"E
L205
12.54
N15'51'12"E
XC TO XA
L206
20.81
S81'32'36"E
L207
45.71
S39'53'42"E
LINE TABLE OF
TIE LINES TO WETLAND
LINE
LENGTH
BEARING
T1
138.86
NO2'19'36"W
T2
30.00
N67'40'42"W
T3
30.99
S39'55'53"W
T4
77.68
S37'55'03"W
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT 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 RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL,
TITLE
DATE
12.01 AC f
OZ 1.92 AC t
LINE TABLE WETLAND AREA W
WA TO WB (ALONG EXISTING B/L)
LINE LENGTH
BEARING
L400
109.05
S42'34'35"W
L401
221.99
N81'01'32"W
L402
59.91
S60'34'28"W
L403
62.80
S17'07'08"W
L404
59.51
S33.02' 12"W
L405
55.40
S89'05'29"W
L406
57.05
N31'11'24"E
L407
43.16
N26'03'09"E
L408
38.27
N04'07'53"W
L409
30.41
N41 *2VO4"W
L410
50.69
N75'08'S1"W
L411
56.05
N04'26'01"W
LINE
LENGTH
BEARING
L412
52.38
S29'46'02"W
L413
76.07
S64'32'28"W
L414
57.71 T
S44'47'58"W
L415
99.25
N41'00'39"W
L416
34.47
N81'40'54"W
L417 1
29.48
S58'52'27"W
L418
43.44
N50'50'46"W
L419
22.55
S55'08'56"W
L420
86.53
N65'06'54"W
L421
38.31
S32'25'23"W
L422
125.14
N70'37'36"W
L423
38.91
N06'37'10"W
L424
81.613
N17'34'48"E
L425
615
N37'37'31"E
L426
- 18.88
N21'33'56"W
L427
112.80
S33'06'15"W
L428
27.86
N78'06'08"W
L429
108.88
S01'57'04"E
L430
182.22
N80'49'28"W
L431
57.14
S53'26'22"W
1-432
51.3-
S01'52'10"W
L433
L434
113.22
185.92
_ S12'52'09"E
S15'24'47"W
L435
45.69
S09'33'OO"E
L436
143.30
S35'16'12"W
L437
84.6
N84'54'40"W
L438
187.30
N54'11'42"W
L439
52.68
N86'49'19"W
N07'13'22"W
L440
66.75
L441
50.87
S19'31'44"W
L442
36.52
N77*54'17"W
L443
102.48
S27'S3'22"W
WB TO WC
L444
107.63
N23'13'21"W
L445
33.:38
N15'46'57"E
L446
15.64
N80'31'37"E
L447
22 ;0}
37.7 g
42.99
S38'34'50"E
I '�89-00 01 "E I
N05'56'31"E
L448
L449
L450
108.06
N22'1 V13"W
L451
94.18
L452
28.57
�S03'11'17"W
N78'01'14"W
L453
51.56
S60'08'44"W
L454
47.63
S20'03'30"W
L455
160.e,z
N55'10'54"W
L456
109.95
N-42'32'16"W
L457
61.82
N06'58'18"W
L458
85.1'
N40'06'31"E
L459
, 42.47
N 78'05'38"E
L460
47.83
L46?
_
86.3?
_N68'43'02"W
S48'06'15"W
L462
134.53
�N00'20'28"W
L463
L464
107.97
8.18
N30'01'43"E
_YN54'44'11 "Vi'
L465
63.52
S35'1549"',V
L466
106.70
_
YS25'12'53"W
L467
133.52
^ N14'49'48"W
WC TO VVD
L468
91.55
N31'14'46"E
L469
115.49
N64'00'05"E
L470
75.4.5
L471
93.00
_N27'18'40"E
N66'02'51"E
L472
70.48
S'72'57'22"E
L473
41.12
S56'46'22"E
L474
35.06
S80'03'20"E
L475
15.45
N67'41'08"E
L476
-.64
-N10*18'17"E
L477
-" .22
--_-N'70'24'44"W
L478
44.26
N52'12'04"W
L479
53.93
N11'57'41 "E
L480
23.75
N31'09'31 "4Y
L481
9.5F.
S_63'40'52"V
L482
34.78
---S12'53'07'E
1_483
23.75
S19'04'31"V�
L484
60.88
N85'08'22"'N
L485
25.79
N13'02'19"\N
L486
1
---S75'57'03"W
1487
14 r
N36'08'44"W
L488
19.4
'N 44'25'44"W
L489
-2.56
N74'10'05"VJ
L490
23.70
S28'22'18"E
L491
49.53
_ _
S20'25'57"E
L492
-5.06
Si68'34'14"W
L493
67.6
_
N63'58'39"W
L 494
65.62
_
S33'53'41 "E
L495
5163
_
S05'43'02"W
L496
57.66
- S80'52'35"W
_49-
48.00
---N55'53'48"W
L498
'74.17
�S47'00'01"W
- 99
- 91.46
' 27.30
_ N51'00'20"`w'1
--- N89*17'31
__ -- -
WE TO WF
(ALONG EXISTING R/W)
LINE
LENGTH
BEARING
L501
40.00
S33'34'20"E
L502
46.98
S28'40'31 "E
L503
46.91
S22'23'12"E
L504
47.78
S16'52'25"E
L505
47.57
S13'53'35"E
L506
48.19
S07'35'43"E
L507
48.72
S06'58'47"E
L508
47.80
S02'43'21"E
L509
47.55
S01'25'55"W
L510
47.41
S06'38'04"W
L511
47.35
S11'18'33"W
L512
47.23
S16'44'24"W
L513
73.22
S20'24'37"W
L514
70.00
N69'33'54"W
L515
70.00
S20'26'06"W
L516
70.00
S69.33'54"E
L517
105.18
S14*42'11 "W
L518
104.59
S06'29'05"W
L519
105.90
S02'56'08"E
L520
98.90
S15'57'56"E
WF TO WG
L521
29.23
S08'48'11 "W
L522
246.19
N61'06'37"W
L523
13.41
N17'04'26"E
L524
42.83
S71'39'24"E
L525
20.80
S77'55'01 "E
L526
20.54
S52'11'05"E
L527
26.01
S67'35'27"E
L528
32,98
S73'46'53"E
L529
35.98
S61 *14'24"E
L530
8.50
N81'14'57"E
L531
54.40
N14'32'24"W
L532
44.38
N07'46'02"W
L°i33
70.91
1`149°30'04"Wr
L534
T.: 5
I l . E •�3'35"4�1
L L5;35
16.55
75'26'15"W
1-536
188.78
N65'59'24"W
L537
114.99
S12*13'37"W
L538
48.88
S50'23'38"W
1-539
157.87
N67'55'20"W
L540
69.35
S05'57'31 "E
L541
51.10
S15'38'22"E
L542
89.14
S33'06'24"W
L543
59.63
S25'45'37"W
L`i44
74.28
S54'43'24"E
L545
36.22
S14'46'46"E
L546
57.12
S63'55'40"E
L547
80.35
S72'54'34"E
L548
S85'59'59"E
L549
_87.0()
238.83
N26'13'53"E
1-550
37.46
N31'55'01 "E
L551
'15.38
S63'39'C1 "E
h'
308,14
S25'38'43"W
L553
138.23
S68'04'57"E
L554•
S50'17'52"E
r L555
L556
_52.79
177.53
y;75.24
N37'31'46"E
S57'43'21 "E
WG TO WH
(ALONG EXISTING P/L)
L557
150.53
S37'55'03"W
L558
43_90
N71*18'50"W
L551
190.23
S32'34'16"W
L560
_99.66_
S57'25'44"E
I L561
139.25
S46'12'27"E
1-562
177.27
S55'43'28"E
L563
163.06
S70'47'40"E
L564-
'19.92
S65'54'03"E
L565
N23'45'57"E
L566
_I3.0,
1 _85.00_
S66'14'03"E
L567
159.97
S66'14'00"E
L56Ei
31_73
N23'41'17"E
WH 'TO WA
L569
_
V2.28
S86'56'30"E
L570
70.45
S81'23'08"E
L5711
35.96
S10'08'25"E
L572
T21.03
S36'41'52"E
L57:3
132.60
S80'19'11 "E
1-574
`41.01
N83'44'25"E
L575
34.26
N 87'17'41 "E
1-576
118.74
S37'19'02"E
L577
69.25
S61'48'36"E
L578
45.08
S5010'04"E
L579
32.62
S64'44'49"E
1-580
43.16
S21'35'07"E
L58"i
L582
L58.3
L584
L585
34.49
107.77
218.77
153.05
60.05
S61'23'18"E
S71'44'29"E
S55'17'53"E
S54'18'27"E
S21'52'27"W
hl E
�H CAA'()
O essr `
STATE OF NORTH CAROLINA BEAUFORT COUNTY
I, ANTHONY J. HAMM 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 RAT10 OF
PRECISION AS CALCULATED IS 1:10,000i- THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF
PRACTICE. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER S S 12TH DAY OF OCTOBER , 2007,
75
No,
DATE
REVISIONS
BY
THE
EAST
GROUP, P,A.
■Engineering ■Architecture ■ Surveying ■Technology
Box 7305, 324 S. Evans Si, Greenville, NC 27834 252-758-3746, 252-1330-3954 (Fox)
PROJECT TITLE
BEAUFORT POINTE
SUBDIVISION
CHOCOWINITY TOWNSHIP,
BEAUFORT COUNTY, NORTH CAROLINA
DRAWING TITU--
WETLANDS MAP
SCALE
DEPARTMENT
1 "=200'
SURVEY
DRAWN BY
DATE STARTED
SHEET No.
SDF
1 OF 1
CHECKED
DRAWING NO.
Sul
APPROVED
PROJECT NO.
20050319