17-21 Dombroski III, Anthony PLANS

I, VERNON DEREK DANFORD, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVSION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PUT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,00G+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PUT WAS PREPARED IN ACCORDANCE WITH 'THE STANDARDS OF
PRACTICE FOR IAND SURVEYING IN NORTH CAROLINA'; WITNESS NY ORIGINAL SIGNATURE, UCENSURE
NUMBER ANDS T.His 5TH DAY OF AUGUST A.D. 2015.
fI1�11/
VERNON DEREK 1ANFORD `"111TINTNAAA',
N.C. PLS No. L-4528 ., _, 'Ao. o.
S E A L
'..�_ L-4528
N6147 65.62'W TAN. 38.39'
�50'23'23"
SOUND WAr s3
I I��
JOSEPH E. VANERON
LOT 7
INIRACOASTAL WATCH
MB36PIG 27I`''�
Lou
DB 2547 PG 296
�
IMC
WIN
0
SEWER PUMP SITE
INIRACOASTAL WATCH
R07912-007-021-000
DB 5330
PG 1728
SURVEY REFERENCE
DEED BOOK 5568 PAGE 645
MAP BOOK 36 PACE 27
CERTIFICATE FOR THE U.S. CORPS OF ENGINEERS:
'THIS CERTIFIES THAT THIS COPY OF THIS PUT 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
'UBUSHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED
1VE YEARS FROM THIS DATE THIS DETERMINATION WAS MADE
ITIUZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987
,ORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
SGNATURE OF U. S. ARMY CORPS OF ENGINEERS OFFICIAL
)ATE
1. THIS LOT IS SUBJECT ALL
EASEMENTS, RESTRICTIONS, OR
COVENANTS OF RECORD.
2. THIS LOT FALLS ENTIRELY IN 575' ORW
SHORELINE AEC SETBACK.
3. 404 WETLANDS DELINEATED BY JENNIFER FRYE
WITH THE US ARMY CORPS OF ENGINEERS
IN JUNE 2014.
4. THIS LOT IS LOCATED IN ZONE VE (ELEV 15)
FIRM COMMUNITY PANEL 111 370168 3143 J
DATED: APRIL 3, 2008
— — T — —
\\ /
NOTE: VERIFIED BY /
TARA MACPHERSON \
JULY 2, 2020
HICKORY K oLL OR
N
'o
�4r W E
Tor S
<y
Site o0
�u
3<
P
LOCATION MAP
NOT TO SCALE
AREA TABLE
DESCRIPTION
S0. FT.
ACRES
UPLANDS
4,297
0.099
404 WETLANDS
29,464
0.676
COASTAL WETLANDS
7,881
0.181
LOT TOTAL
41,642
0.956
NORMAL / FLAGGED HIGH WATER
BY ROBB MARS. a- Q'Ay�NG PAFR FIELD REPRESENTATIVE,
a O/
� I NC DIVISION OF COASTAL MANAGEMENT ON co a'l'� o
JULY 15. 2014 O'k 2N /°i
R. 53 63' 20' PRIVATE J I LOT 9
N83'04'07"W _ _ ACCESS EASEMENT (MB 36 PG 27) — JINTRACOASTMB 36 AL WATCH
N- .54' 0'E EXISTING — ,1,
17.35� ACCESS EASEMENT �BW57WKPGC2228
ARI� 'WL
I DB 4505 PG 761
-., \ '�`' S5858'17"E \ 380.97' (TO NHWLI .
LEGM
= IRON PIPE/ROO
IPS = IRON PPE SET
DP = E10STNG IRON PIPE
E] = CONCRETE MONUMENT
Q = CDrtBA1NE
= CDASGL WETLANDS
COD RESOURCE
®= DROP NTT
= 404 WETLANDS
PRESERVATION AREA
®= 404 WETLANDS
DANFORD40021/20LERNDERDRIVF
SURE 203
& ASSOCIATES WILM INGTON, NC 28 3
LAND SURVEYING, P.C. PHDNE(910)79 16
FIRM LICY G2797
email: ddanford®danfordsurveying.com
71
60' C.O.D. SETBACK
;15' VARIANCE GRANTED)
N/F
Andrew & Kimberly Simpson
DB 6267 PG 635
tD
xo o Q
/a C7 `D 0 2
a L 4 N0 1
AL ra wn9
''1 �-- �---'� Q — —
AHL r ,IIIL /yam 3DC/2 AL 2 ,14/
�> Ixa nia /o N
C.O.D. AREA 2Q / �W
9OL/ 'iIIL�Ey"p i�� AiL UIV
0
ALL /ro ALJIL JAL
�YIL
UPPER EDGE OF
RESOURCE FLAGGED BY
PATRICIA ROBERTS
NEW HANOVER COUNTY
ZONING COMPLIANCE
OFFICIAL ON JULY 7, 2014
lFO �---
1
S s0.
9• 3 O . Q
d4 '68•� ? F EXISTING PIER
NOTE: VERIFIED BY
TARA MACPHERSON
"EXISTING CONDITIONS" JULY2,2020
404 JURISDICTIONAL BOUNDARY SURVEY
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID I R07912-007-009-000 D® BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
LINE TABLE
NORMAL HIGH WATER LINE
LINE
BEARING
LENGTH
Li
S06'32'36W
20.04'
L2
S8T24'49'W
23.76'
L3
S35'58'D4 W
15.29
L4
sur I9'05'W
17.26
L5
N88'41'21"W
47.50'
L6
S41'17 39'E
72.03
L7
S3757 42
2.83
COD LINE
LINE
BEARING
LENGTH
L8
SIM 18'07'W
17.12'
L9
S2546'58'W
1922'
L10
S1324'53'E
13.43'
111
S21'D3'34'W
11.72'
L12
S61'47'11'W
24.36'
L13
NaEn W16'W
25.63'
L14
S79'41'10'W
15.81
404 WETLANDS LINE
LINE
BEARING
LENGTH
L15
S7S48'40'E
10.03'
L16
S5S79'37'E
48.04'
L17
SCT34'51
38.24'
L18
S30'06'51'W
36.42
119
N72'19'30
23.41
L20
N2(r13'38'W
12.39'
L21
457'58'14W
z9.6e
L22
N54'25'00'W
33.47'
L23
N1707.13-E
1 10.89'
L24
N36-33.06-E
1 32.78'
SHEET 1 OF 10
AUGUST 5, 2015
60 4 30 60 120
60 FEK
Q DANFORD & ASSOCIATES LAND SURVEYING. PC

I, VERNON DM DANFORD, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED 6Y COMPUTER
IS 1:10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN UNES PLOTTED FROM
®= 404 WEIWUS
DANFORD40021/2OLEANDER ITE203
& ASSOCIATES INGTON,
WILMINGTON, NC 26903
LAND SURVEYING, P.C. PHONE [phone]
FIRM LTC# C-2T97
email: ddanford®danfordsurveying.com
THIS LOT IS SUBJECT TO ALL
"EXISTING CONDITIONS"
SPOT SHOT ELEVATIONS FOR
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID I R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
f
le� �ti I£ WE
/`a7� S
///
07
c7 o RaY,� Site r
� � a� �PcP
AP 3 -+Fr
Apr
0LL DR 3
�T HICKORY KN
LOCATION MAP
NOT TO SCALE
AREA TABLE
;CRIPTION
SQ. FT.
ACRES
UPLANDS
4,297
0.099
4 WETLANDS
29,464
0.676
rAL WETLANDS
7,881
0.181
r TOTAL
41,642
0.956
LINE TABLE
NORMAL HIGH WATER LINE
LINE
BEARING
LENGTH
Ll
S06'32'36'W
20.OV
L2
S83'24'49'W
23.76'
L3
S35-55.04-W
15.29
L4
SIW19'05'W
17.26
L5
N88'41'21'W
47.50'
L6
S41'17'39'E
22.03
L7
S30'57 42
2.53
COD LINE
LINE
BEARING
LENCIH
LS
S6718'07'W
17.12'
L9
S25'46'58'W
19.22'
L10
S13'24'53'E
13.43'
111
S21'03'34'W
11.72'
L12
S61'47'11'W
24.36'
L13
N88'16'16'W
25.63'
L14
9W4VI O-W
15.81
404 WETLANDS LINE
LINE
BEARING
LENGTH
L15
S7S48'40'E
10.03'
L16
S5S19'37'E
48.04'
L17
S4334'51
38.24'
L18
S30'O6'51'W
36.42
L19
N72'19 30
23.41
L20
N20'13'38'W
12.39'
L21
957'58'14'W
29.68
L22
N54'25'00'W
33.47'
L23
N17'07'13-E
10.89,
L24
N36'33'OB'E
32.78'
SHEET 2 OF 10
MAY 12, 2015
60 0 30 60 120
1 INCH = 60 FEET
© DANFORD & ASSOCIATES LAND SURVEYING; PC
OCT 1 6 2020

SEPTEMBER 25, 2015
SEAL
N.C. PLS No.
m
NORMAL HIGH WATER UNE
UNE
BEARING
LENGTH
L1
S06'32'36'W
20.04'
L2
S83'24'49'W
23.76'
L3
S35'56'04'W
15.29'
L4
S18'19'OS'W
17.26
US
N88'41'21'W
47.50'
L6
S41'17'39"E
22.03
L7
S30'57'42'1Y
2.83'
TAN_ 38 39, N50'23' SOUND 93'21'
(45,PRIVATE DRIVES
I
♦ I
JOSEPH E. VANEROuj
N
LOT 7
INTRACOASTAL WATCHI N_
MB 36 PG 27 I c
DB 2547 PG 296 I F I-u
� log
NU)
w I
�I
o�M
QQ = IRON PIPE/ROD SEWER PUMP SITE
IPS = IRON PIPE SET INTRACOASTAL WATCH
EIP = DOSONG RRON PIPE R07912-007-021-000
O = CONCRETE MONUMENT DB 5330 PG 1728
,1L• COASTAL
TAL WW RWIDS
®= CE
DROP INLET
= 404 WETIANDS
PRESETNATION AREA
®= 404 WERANDS
LINE TABLES
OOD UNE
UNE
BEARING
LENGTH
Le
S6718'07'W
17.12'
L9
S25'46'5B'W
19.22'
L70
S13'2453"E
13.43'
L11
S21'03'34W
11.72'
L12
S61'47'11'W
24.36'
L13
N88'16'16"W
25.63'
L14
S79'41'10"W
15.81'
404 WETLANDS UNE
UNE
BEARING
LENGTH
L15
573'4V40-E
10.03'
L16
S53'1937"E
48.04'
L17
543'34'51'E
38.24'
L78
S30'06'51'W
36.42
L19
N7719'30'W
23.41'
L20
N20'1338"W
12.39'
01
N5758'14'W
29.68
L22
I N54.25'001Y
33.47'
123
N1707.13-E
10.89'
L24
I N36'33'06'E
I 32.78'
EXISTING PIER & DOCK N/
N�
I LOT 9 NORMAL HIGH WATER LINE
INTRACOASTAL WATCH FLAGGED BY ROBB MAIRS,
I I MB 36 PG 27 FIELD REPRESENTATIVE,
I I EDWARD K. CARTER NC DIVISION OF COASTAL
— — — — — — — — — — — — — — — — — — — — - I DB 5700 PG 2228 MANAGEMENT ON
53.63' 20' PRIVATE I JULY 15, 2014
3'04'07"W ACCESS EASEMENT (MB 36 PG 27) J
NOR16Y
------------ JULY 22020fi
r r,
N01'S4'20"E EXISTING s""�,?�;: Y TARA MACPHERSON
17.35' ACCESS EASEMENT e,,>:
DB 4505 PG 761 PROPOSED d
CONC. DRIVE � DO IL
S58'58'17"E 7?'. i 380.97' (TO NHWU .
DANFORD410021/20LEFNDERDRIVE
& ASSOCIATES SUON.N
WIIA:INGTN. 03 28403
LAND SURVEYING, P.C. PHONE [phone]
FIRM LIC# C 2797
email: ddanford®donfordsurveying.com
160. 71
1
S59•
60' C.O.D. SETBACK
(15' VARIANCE GRANTED)
OCT. 20, 2014
CASE N0. LDM-000 I N/F
Andrew & Kimberly Simpson
DB 6267 PG_ 635
` ` h j'— 53.72' AIL
zo.1' 6 601.0' I,, ,1VcAIL
PROPOSEDg
LOCATION o b `��3 l� C.O.D. AREA
a o f lt J Os a i111
rn o/a j
/LNO/0
22 �CMN
V /OM O '1
/14 co
co r
1/ III. �O 6 �cj all. / / OV >
>a
-� 99.07' r1f�—��----
I u '
]fi{L�si9
iVc 00':,
90' QI
2R ?• •O Off,
UPPER EDGE OF
RESOURCE FLAGGED BY
PATRICIA ROBERTS I
NEW HANOVER COUNTY EXISTING PIER & DOCK
ZONING COMPLIANCE
OFFICIAL ON JULY 7, 2014 I
NOTE: VERIFIED BY
TARA 1VIACHPERSON
JULY 2, 2020
SITE PLAN
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID I R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
SHEET 3 OF 10
SEPTEMBER 25, 2015
50 0 25 50 100
1 INCH = 50 FEET
Q DANFORD & ASSOCIATES LAND SURVEYING, PC
OCT 1 6.2020

N01'54'20"E
1 7.35'
AREA TABLE
DESCRIPTION
SO. Fr.
ACRES
UPLANDS
4,297
1 0.099
404 WETLANDS
29,464
0.576
COASTAL WETLANDS
7,881
0.181
LOT TOTAL
41,642
0.956
IMPACTED WETLANDS
LINE
I BEARING
LENGTH
123
1 S51MB 17 E
12.44
124
S4731 17 E
11.66
125
S58.5817 E
81.36
126
S30'05'51'W
34.35
127
N43.34'51'W
38.24
128
N53.19'37W
48.04
129
N73.48'40'W
10.03
130
536.33'06'W
32.78
131
SlT0713
10.89
132
N58'S8.17"W
16.38
133
N31.01'43'E
70.24
IMPACTED WETLANDS AREA
DESCRIPTION
S0. Fr.
ACRES
LOT
3,484
0.080
DRIVEWAY
509
0.012
TOTAL
3,993
0.092
20' PRIVATE ACCESS EASEMENT (MB 36 PG 27)
EXISTING
LOT 9 ACCESS EASEMENT \
INTRACOASTAL WATCH DB 4505 PG 761 \
MB 36 PG 27
EDWARD K. CARTER PROPOSED \
DB 5700 PG 2228 BULKHEAD
S58'58' 17"E
140.67' (TO PRESERVATION AREA LINE)
X 141.50' (TO IMPACTED WETLANDS) X
17'0 l r,
160.7 j `� E (404 TIE)_
[111F i' II
= IRON PIPE/ROD
PS = IRON PPE SET
OP = EXISTING IRON PPE
O = CONCRETE MONUMENT
Q = CENTRUNE
AL = COSSTAL WETLANDS
COD RESOURCE
®= DROP INLET
= IMPACTED WETLANDS
DANFORD40021/20LEANDERDRIVE
& 20
ASSOCIATES WILMINGTON,6U N.N3
C 28403
LAND SURVEYING, P.C. PNDNE(910)799 16
MRM LICC CZ797
email: ddanford®donfordsurveying.com
60' C.O.D. SETBACK
(15' VARIANCE GRANTED)
OCT. 20, 2014
CASE NO. ZBA-886
------------------
IMPACTED WETLANDS
o� DRIVEWAY
509 sq.ft.
\ 1 0.012 acres
i
NOTE: VERIFIED BY
I TARA MACPHERSON
— — — J JULY 2. 2020
IMPACTED WETLANDS
LOT
0 3,484 SQ. FT.
LC) 0.079 ACRES
128 Qw
_��A v
� 1►♦♦• � • ��CT4
• `'I•C3 PROPOSED
HVAC
6'-0' WALK WAY TO DOCK
Landscape Retaining Wall
408.89' (TO NHWL)
N/F
404 IMPACT MAP
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID I R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
19\ ,� GOO LVL
�U> 99.07
i
i ry
v AL
NOTE: VERIFIED BY
AL TARAgMACPHERSON
JULY 2. 2020
SHEET 4 OF 10
AUGUST 5, 2015
20 0 10 20
I I I I
1 INCH = 20 FEET
© DANFORD & ASSOCIATES LAND SURVEYING, PC
OCT 16 2020

I, VERNON DEREK DANFORD, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,00D+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN UNES PLOTTED FROM NOTE
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROUNA"; WITNESS MY ORIGINAL SIGNATURE, UCENSURE RIPARIAN CORRIDOR ESTABLISHED BY
NUMBER AND S TH 24TH DAY JULY A.D. 2014. NC DIVISION OF COASTAL MANAGEMENT
PER ROBB MAIRS, FIELD REPRESENTATIVE
NOTE: VERIFIED BY
VERNON DEREK DANF D TARA MACPHERSON
N.C. PLS No. L-4528 I I JULY 2, 2020
wo
�� v .••""F551q, ., /W
2: S E A Y'� � 50• "
M_ N67�47 62�• 38.39,
SO(J p 50 2 -- 93.21'
� L-4528
..........
R (as Rt A7r- R IVE Wr
no 0
NOM %� �I�
1. THIS LOT IS SUBJECT TO ALL to I
SURVEY REFERENCES
DFID BOOK 5568 PAGE 645
MAP BOOK 36 PAGE 27
MAP BY SHERWIN D. CRIBB,
PROFESSIONAL LAND SURVEYOR L-1099
'MAP OF RIPARIAN CORRIDOR'
FOR CHARLES S. WAKIW AND WIFE
SUSAN WAKILD
MAP BY SMART BENSON & ASSOCIATES
PIER LOCATION & RIPARIAN CORRIDOR'
•vN INTRACOASTAL WATCH
41 — RECORDED IN DEED BOOK 5113 PAGE 274 - 279
20' PRIVATE J
}07"W _ _ _ _ _ ACCESS EASEMENT (MB 36 PG 27) _ J LOT 9
EXISTING — INTRACOASTAL WATCH
N01'54'?0' E MB 36 PG 27
17.35 ACCESS EASEMENT�� \
DB 4505 PG 761 \ \ EDWARD K. CARTER
- S5858'17"E \ 405.12' (TOTAL) DB 5700 PG 2228
EASEMENTS, RESTRICTIONS, OR
COVENANTS OF RECORD.
2. THIS LOT FALLS ENTIRELY IN 575' ORW LOT 7
.".:".
SHORELINE AEC SETBACK.
W
I
3. THIS LOT IS LOCATED IN ZONE VE INTRACOASTAL WATCH
`
13
....'.:.'......'.
(ELEV 15) FIRM COMMUNITY PANEL MAP BOOK 36 PAGE 27
iD
370168 3143 J DATED: APRIL 3, 2008
IN" .':'.I:'')"�':.:}::.
4. WATER DEPTHS (SOUNDINGS) ARE BASED
1 to cc
UPON FIELD OBSERVATIONS ON LOW TIDE
ON JULY 21. 2014 BY DANFORD & ASSOCIATES
'
LAND SURVEYING, PC.
Lai
5. LOW WATER LINE ASSIGNED DEPTH OF "0 FT."
1
FOR THIS SURVEY. ELEVATION OF OBSERVED
1 5.0'
LAW WATERLINE AT10:04 AM ON JULY 21, 2014
M
I
WATER LEVEL - -0.30' (NAVD 88).
6. CONVERGENT POINT WITH NAD 83 COORDINATES
COMPUTED USING OPUS OBSERVATION WITH
TOPCON HYPER XT GPS EQUIPMENT ON
JULY 9, 2014. NAD-83(2011)(EPOCH:2010.0000)
(EPOCH:2014.5193) GEOID 12A-DATA ON FILE.
LINE TABLE
UNE
BEARING
LENGTH
L1
N06'32'36"E
20.64'
L2
N83'24'49"E
23.76'
L3
N3556'04"E
15.29'
L4
N18*19'05"E
17.26'
L5
S88'41'21 "E
47.50'
L6
N41'17'39"W
22.03'
L7
N30'57'42"E
2.83'
DANFORD#0021/2umE20ER ORNE
& ASSOCIATES =u�2O3
WILMINGTbN, NC 29409
LAND SURVEYING, P.C. FNONE91W799 16
FIRM LIC# C2797
email: ddanford®danfordsurveying.com
LEGEND
= EXISTING IRON PIPE
= CENTERLINE
.IJL = COASTAL WE LMDS
COD RESOURCE
®= DROP IRE
404 WETLANDS
AREA FOR PRESERVATION
DB 5403 PG 2496
196.97'
60' C.O.D. SETBACK
(15' VARIANCE GRANTED)
OCT. 20, 2014
CASE NO. ZBA-886
NOTE:
All BEARINGS SHOWN ARE BASED UPON
MAP BOOK 36 PAGE 27
RIPARIAN SURVEY FOR
ATD CONSTRUCTION
IL
60.0' IIIIc
L T 8 1 1` AL
INTRACO AL WATCH ` '�
1632 S DWATCH DRIVE i ,Illc
R07-007-009-000
=E OOK 5568 PAGE 645
/��111c� �Illc�l
/ 236.60' 1 I,'IL
,1Vr_
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID f R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
NOTE: VERIFIED BY
TARA MACPHERSON
JULY 2, 2020
f
/ Np A1£ WE
/ w4 r s
e Q7 OR
c7
ROY,1( Site 8e
{
,P o� aAy Ap ?�3P
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J HICKORY P
LOCATION MAP
NOT TO SCALE
L �i IVt
a
j
N�I L
IL
C\\6r�...c
fOVNOi
AL
t JAL
S�0
4
R.02.
1_. F
LLI �rliill
LL
O O
SHEET 5 OF 10
AUGUST 5, 2015
60 0 30 60
I I I I
1 INCH = 60 FEET
Q DANFORD & ASSOCIATES LAND SURVEYING, PC

WN E
�yo Site �p
NOTE: VERIFIED BY m•'; 3�3r
TARA MACPHERSON \� NIaRY KNaL DR 3 ;P
JULY 2, 2020
a
NORMAL HIGH WATER UNE
+J 4
FLAGGED BY
ROBB MAIRS,
o
FIELD REP
ENTATNE,
m/3
NC DIVISION
OF COASTAL
m o =n
n'
MANAGE
ENT ON
4/
JULY i
, 2014
2/a
Z
�
;H
AQc'
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T
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15
LOCATION MAP
NOT TO SCALE
CONVERGENT POINT PER
SHERWIN D. CRIBB, PLS
- NAD 83 -
_ N 134120
RIPARIAN CORRIDOR �-� E 2341200
�,.------------ ----L---------------------------- _
,IVc / �111L_ _ _ -0.40 �� S56'23'15"E
(AL 15' SETBACK LINE— — — — — GS _ — — — 12.2' 807.30' SEE NOTE #6
ll� IVL/a ^ -0.50 M -0.90 1
Ak- n/ GS GS W LOT 8
/•wO Z-1.00 RIPARIAN CORRIDOR
�,IIIL N� -0.45x oGs �c5.os G —' v
11/IL \ • bJ 'o b _ — — — T 0.93 — S63'20'22E — _ _ — — — — — — BOCORRIpOR �-
'SO ,IVL v _ K IJNE — — — — — -0- >� �L_ — — — — — — 8'06.55' R%pw%w ' / 3
0 2 _ _ _ —15' SETBACK GS -1.12 346• , ' Q'
JL <6 '�` 1FO�N� _ _RIPARIAN CORRIDOR —CRIBB a GS 20'pp E / '
1T —0.98 K —1.05 V
\JI L 'L • —0-45 • GS GS ���
.1 S LIFT�� '�
6L �,JL. 245902. `�O�??O PILINGS x N53'S6'16'1y / -0.90 x
Lo p3f 3F EX1.10 EXISTING PIER & DOCK GS 717.56' '
FLOATING
DOCK
W NSF
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Simpson DB 6267 PG 635 I
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WItlAINRGRIVF
& ASSOCIATES 9��'N
GTONNC 28A03
LAND SURVEYING, P.C. PN NE010)79 16
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email: ddonford®danfordsurveying.com
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RIPARIAN SURVEY FOR
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID 1 R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
SHEET 6 OF 10
AUGUST 5, 2015
60 0 30 60 120
I I I I
1 INCH = 60 FEET
© DANFORD & ASSOCIATES LAND SURVEYING, PC_ ,
N T 1 6 '120

Q'iSn
NORMAL HIGH WATJUNE •QFLAGGED BY ROBB pFIELD REPRESENNC DMSION OF CMANAGEMENT JULY 15, 202/QaV •�
AL
AL
-AL
rr
,AIL Ii
AL 1 311L
IL ) 4�
SURVEY RCS
DEED BOOK 5568 PAGE 645
MAP BOOK 36 PAGE 27
MAP BY SHERWIN D. CRIBB,
PROFESSIONAL LAND SURVEYOR L-1099
'MAP OF RIPARIAN CORRIDOR'
FOR CHARLES S. WAKILD AND WIFE
SUSAN WAALD
MAP BY WART BENSON & ASSOCIATES
"PIER LOCATION & RIPARIAN CORRIDOR"
INTRACOASTAL WATCH
RECORDED IN DEED BOOK 5113 PACE 274 - 279
NOTE: VERIFIED BY TARA
MACPHERSON JULY 2, 2020
ci
SEPTEMBER 24, 2015
11111111111
°%�N ICARO�"*
� CT •''• ESSI �
S E A L
L 452a ' p
�,.•
LEGEND
Ili = EXISTING IRON PIPE
Q = CENTERUNE
= COASTAL WETLANDS
COD RESOURCE
®= DROP INLET
7�
f
coWE
K4T S
J o Rork Site rp
JQ7
Y KNaLL OR
4 HICKaR r
LOCATION MAP
NOT TO SCALE
CONVERGENT POINT PER
SHERWIN D. CRIBB, PLS
_ _ - NAD 83 -
AIL• � • N 134120
_ RIPARIAN CORRIDOR — — — — — — -� E 1349 00
S56_23_7 5"E
-15' SETBACK LINE— — _ _ y • J 12.2'— — — — — — — — 807.30� — — — — SEE NOTE {�6
/oN COVERED �� _------------------------
n W F DOCK F- 23' -{ FIXED (PRIED) LOT 8 — — — _ �1
ROOF K 3i DOCK FIXED DOCK RIPARIAN CORRIDOR
N �IIIL (PROPOSED) ( (LOWER DOCK
`a 6-0" RAISED DOCK DASHED) 11' _ FOR LOADING _
5 2 _ — _ & UNLOADING) — — S63'20'22"E — — — — — BO$i1CRIDOR V
F- 35.42' —HOADING) CO 2' r ? — — — — — R
506.55' RIPAR '
C6 AIL LYL UNDi 15' SETBACK LINE _ _ — — r — 1 OQ_ ,.
r I,FO __------ CRIBB 26.0' i 'i
\ \ IL ?FSq,O 3050'902 1 LIFT' • • 2 ' / /
PILINGS �' Q
.6e.�OJ 2 0u. OCK
'
F`14, EXISTING PIER & Di
FLOATING '
DOCK '
N/F
Andrew & Kimberly 1 NOTES
Simpson DB 6267 PG 635
R07900-004-008-001 1. RIPARIAN CORRIDOR ESTABLISHED BY
1 iRlgg� NC DMSION OF COASTAL MANAGEMENT
PER ROBB MAIRS, FIELD REPRESENTATIVE
' 2. ALL BEARINGS SHOWN ARE BASED UPON
' MAP BOOK 36 PAGE 27
NOTE- V FR TFTFTI R V TA A A
�M
/a. m
p• Q
DANFORDA0021/20LEFNOERORIVF
& ASSOCIATES SU`03
O. NC
WILMINGTON. NC 28403
LAND SURVEYING, P.C. PHONE [phone]
FIRM LIC# C4997
email: ddanford®danfordsurveying.com
• NOTE
• . END OF DOCK IS APPROAMATELY
J• 4k /j 750.0' FROM THE 80.0' SETBACK
OF THE FEDERAL CHANNEL
J=O
QO
v �
g7
MACPHERSON JULY 2, 2020
PROPOSED DOCKING FACILITY
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOLINDWATCH DRIVE PARCEL ID # R07912-007-009-000 DEED BOOK 5568 PACE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
LINE TABLE
LINE
BEARING
LENGTH
L1
N06'32'36"E
20.04'
L2
N83-24'49"E
23.76'
L3
N35'56'04"E
15.29'
L4
N 18-19'_0_ E
17.26'
L5
S88'41'21 "E
47.50'
L6
N41'17'39"W
22.03'
L7
N30'57'42"E
2.83'
SHEET 7 OF 10
SEPTEMBER 24, 2015
60 0 30 60 120
1 INCH = 60 FEET
CC) DANFORD & ASSOCIATES LAND SURVEYING, PC

ATD Erw'rnee a. GLLC
Structural
Eag!neas
3001 Wnghi lle Ave.
WilmirKjton, NC28903
2X6 SYP TREATED NAILED 18'—D'
Plwrie: 910.620.3263
NEW GRADE TO 8XB POST WITH (4) 10D
20:1 SLOPE FOR DRAINAGE GALVANIZED NAILS �.
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F.*M O q
DETAIL B NO]E; 12- RCP SHALL BE INSTALLED IN �°�
LANDSCAPING RETAINING WALL ACCORDANCE WITH NCOOT — DIVISION n6n "�
OF HIGHWAYS DETAIL 300DO1 cW s F.
Qa
(SHEET 2 OF 3) DRIVEWAY CULVERTS CROSS SECTION
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Varies See Plan cd
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X a 0 a 1'=10'-0'
6x6 EMBEDMENT -4'-0" 10/11
0
OCT 1 6 _ c0

I, VERNON DFREK DANFORD, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN UNES PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH °THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROL{NA'; WITNESS MY ORIGINAL AwWuhr, UCENSURE
NUMBER AND S TnH,IS•/'5TH DAY OF AUGUST A.D. 2015.
VERNON DEREK 114NFORD
N.C. PLS No. L-4528 ��``�N1Cf'/�O� 1.
SEAL
�..! L-4528�O
Nz.,/DERV, `�.``•
N6T53'568 TAN. 38.39,
147.62—=�N�50'232314,g
— SO` PRIVATE VE
JOSEPH E. VANERON
LOT 7
I
INITiACOASTAL WATCH
i0
MB 36 PG 27
`cc
DB 2547 PG 296
I
Itoq
IOC
1J N
G I
SEWER PUMP
SITE
INTRACOASTAL WATCH
R07912-007-021-000
DB 5330 PG
1728
SURVEY REFERENCE
DEED BOOK 5568 PAGE 645
MAP BOOK 36 PAGE 27
CERTIRCATE FOR THE U.S. CORPS OF ENGINEERS:
*IHIS 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
'UBUSHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED
1VE YEARS FROM THIS DATE THIS DETERMINATION WAS MADE
ALIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987
.ORPS OF ENGINEERS WETLANDS DELINEATION MANUAL°
iIGNATURE OF U. S ARMY CORPS OF ENGINEERS OFFICIAL
)ATE
NOTES:
1. THIS LOT IS SUBJECT TO ALL
EASEMENTS, RESTRICTIONS, OR
COVENANTS OF RECORD.
2. THIS LOT FALLS ENTIRELY IN 575' ORW
SHORELINE AEC SETBACK.
3. 404 WETLANDS DELINEATED BY JENNIFER FRYE
WITH THE US ARMY CORPS OF ENGINEERS
IN JUNE 2014.
4. THIS LOT IS LOCATED IN ZONE VE (ELEV 15)
FIRM COMMUNITY PANEL # 370168 3143 J
DATED: APRIL 3, 2008
NOTE: VERIFIED BY \ I
TARA MACPHERSON \ /
JULY 2, 2020
N1� N� DR
fN 4VF WE
vq S
rya•
Site �p
e�
\ 2e
u
P
LOCATION MAP
NOT TO SCALE
AREA
TABLE
DESCRIPTION
SQ. FT.
ACRES
UPLANDS
4,297
0.099
404 WETLANDS
29,464
0.676
COASTAL WETLANDS
7.881
0.181
LOT TOTAL
41,642
0.956
V-%
NORMAL HIGH VAT� NE
NE
/
FlELDDREBPRESENAMAJ
I
VES/y�NCp/fR
I
NC DIASION OF COASTAL
MANAGEMENT ON
V p
0i 0) 4
0
C
JULY 1E
OT 9
N83'04'07"W _ _ _ _ _ACCESS EASEMENT (MB 36 PG 27) J IVATE IINTRACOASTTAL WATCH
N01'54'20"E EXISTING — 7- —� — — — — — — — J MB 36 PG 27
17.35' ACCESS EASEMENT \ mWARD K. CARTER ,L
DB 4505 PG 761 D8. 5700 PG 2228
_09 AL
S58'58'17"E \1 \1 380.97' (TO NHWU -
0 = IRON PIPE/ROD
IPS. = IRON PIPE SET
BP = EXISTING IRON PIPE
0 = CONCRETE MONUMENT
Q = CENIEIIUNE
1 r = COASTAL WENWDS
COD RESOURCE
®= DROP NO
= 404 WETLANDS
PRESERVATION AREA
®= 404 WETLANDS
DANFORD40021/20LE
NDERDRWE
& ASSOCIATES
sua 203
MV N6ON, NC 29403
LAND SURVEYING, P.C.
P ONE(910)79 16
RRm U1 c2797
email: ddanford®danfordsurveying.com
60' C.O.D. SETBACK
(15' VARIANCE GRANTED)
OCi 20,_2014
CASE NO. ZOA-886 N/F
Andrew & Kimberly Simpson
DB 6267 PG 635
Allc AVc /
AID
a111c
UPPER EDGE OF
RESOURCE FLAGGED BY
PATRICIA RCBERTS
NEW HANOVER COUNTY
ZONING COMPLIANCE
OFFICIAL ON JULY 7, 2014
NOTE: VERIFIED BY
TARA MACPHERSON
"EXISTING CONDITIONS" JULY2,2020
404 JURISDICTIONAL BOUNDARY SURVEY
ATD CONSTRUCTION
LOT 8 INTRACOASTAL' WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID # R07912-'007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
LINE TABLE
NORMAL HIGH WATER LINE
LINE
BEARING.
LENGTH
L7
S06'32'36'W
20.04'
L2
S8324'49'W
23.76'
L3
S35'55'04V
15.29
L4
S18'19'05'W
17.26
L5
NBW41'21 V
47.50'
L6
541'17'39'E
22.03
L7
S30'57 42'W
2.83
GOD LINE
LINE
I BEARING
LENGTH
Le
S6718'07V
17.12'
L9
S2S46'58V
19.22'
L10
S13*24'53'E
13.43'
L11
S21'03'34V
11.72'
L12
561'47'11V
24.36'
L13
N55'16'161W
25.63'
L14
S79'41'1OV
15.81
404 WER.ANDS LINE
LINE
BEARING
LENGTH
L15
57548'40'E
10.03
L16
S53'19'37E
48.04'
--Cl —7
543'34'51VE
38.24'
L18
S30'06'51V
36.42
1-19
N7T19'30'W
23.41
L20
N20'13'38V
12.39'
L21
N5758'14V
29.68
L22
N5425'OOV
33.47'
L23
N1707'13"E
10.89'
L24
N36'33'O6'E1
32.78'
SHEET 1 OF 10
AUGUST 5, 2015
60 0 30 60 120
1 INCH 60 FEET
© DANFORD & ASSOCIATES LAND SURVEYING, PGCE
OCT 16 2020

I, VERNON DEFIEK DANFORD, CERRFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPIION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULAID BY COMPUTER
IS 1:10,DDO+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN UNES PLOTTED FROM
rnr�rn,nnwl mv1
®= 404 WETIANDS
DANFORD4 021/201EANDERDRIV
& ASSOCIATES 6 GTC
WILMSUIM 2 N. , Nc2R4D3
LAND SURVEYING, P.C. PHCNE(91C)799 16
FIRM LICE 02797
email: ddonford®danfordsurveying.com
mg
THIS LOT IS SUBJECT TO —
ALL -I
"EXISTING CONDITIONS"
SPOT SHOT ELEVATIONS FOR
ATD CONSTRUCTION
LOT 8 INTRACOASTAL`WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID # R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY. N.C.
N
NaAN
aQ
f/ tF SOVNO 41Z' W E
/ 33� S
cF AOY,q� Site GpPy
0RY XNOLL OR
� HICR P
LOCATION MAP
NOT TO SCALE
AREA TABLE
SCRIPTION
SQ. Fr.
ACRES
UPLANDS
4,297
0.099
4 WETLANDS
29,454
0.676
TAIL WETLANDS
7,881
0.181
r TOTAL
41,642
0.956
LINE TABLE
NORMAL. HIGH WATER LINE
-LINE
BEARING
LENGTH
L7
S0632'36'W
20.04'
L2
SBY24'49'1W
23.76'
L3
53556'o4'w
15.29
L4
S19'19'O5'W
17.26
L5
NBW41'21'W
47.50'
LB
541'17'39'E
22.03
L7
S30'57'42'W
2.83
COD LINE
LINE
BEARING
LENGTH
LB
S6T18'O7'W
17.12'
L9
S25'45'55"W!
19.22'
LID
SIT24'53'E
13.43'
L11
S21'03'34W
11.72'
L12
S61'47'11"W
24.36'
L13
N8916'I6'1W
25.63'
L14
S7W41'10'W
15.81
404 WERANDS LINE
LINE
BEARING
LENGTH
L15
S73'48'40'E
10.03'
L16
S5319'37'E
48.04'
L17
5453451'E
38.24'
L18
S30'OVS1"W!
36.42
L19
N74'19 30-W
23.41
L20
N20'13'38'W
12.39'
111
99758440W
29.66
L22
N5425'00'W
33.47'
L23
N1T0T13'E
10.89'
L24
N36'33'06'E
32.78'
SHEET 2 OF 10
MAY 12, 2015
60 0 30 60 120
1 INCH = 60 FEET
© DANFORD & ASSOCIATES LAND SURVEYING, pc[R CE.'
OCT 16 2020

SEPTEMBER 25, 2015
F7 E
S E A L
L-4528
...........
P
N.C. PLS No. L-4528
NORMAL HIGH WATER UNE
UNE
BEARING
LENGTH
Lt
S06'32136'W
20."
L2
S83'24'49^W
23.76'
L3
S3Y56'04*W
15.2W
L4
S78'19 05'W
17.26
15
N89'41'21'W
47.50'
L6
S41' 17 39
22.03
L7
S3P57'42"W
2.83
TAN_ 38.39, —
SOUND T23 93,21'
(45, PRIVATE�R„O,�RIVE�1
JOSEPH E. VANERON I i �'
LOT 7
INTRACOASTAL WATCH I (o
MB 35 PG 27 I M
DB 2547 PG 296 I Ir
I
W I1n
� C, I
@ = IRON PIPE/ROD SEWER PUMP SITE
IPS =IRON PIPE SET INTRACOASTAL WATCH
0P = DaS11NG RON PIPE R07912-007-021-000
o = CONCREIE MONUMENT DB 5330 PG 1728
Q. = CENTIBUE
,ILL = � WETLANDS
CE
®= DROP INLET
= 404 WETLANDS
PRESERVATION AREA
®= 404 WMANDS
LINE TABLES
ODD UNE
UNE
BEARING
LENGTH
LB
S6T1 Bb7"W
17AX
L9
S25'46'58'W
19.22'
L10
S1S24'53'E
13.43'
L71
S21'03'34 W
11.7Z
L12
561'47'11'W
24.36'
L13
NB&16'16'W
25.63'
L14
S7T41'10'W
15.81'
404 WE11ANDS UNE
UNE
BEARING
LENGTH
L15
S73 NIGO'E
10.03
L16
I S53'19'37'E
48.04'
L17
54Y34'51'E
38.24'
L18
S3G06'51'W
35.42
L19
N7719 30'W
23.41
L20
N20'13'38'W
12.39'
L21
R5T58'14'W
29.68
L22
N54'25'00-W
33.47
L23
N1707'13'E
10.89'
L24
N36'33'06'E
32.78'
I LOT 9
\ i I INTRACOASTAL WATCH
MB 36 PG 27
K. CARTER
ARD
— — — — — — — — — — — — — — — — — — — — — - I BW5700 PG 2228
53.63' 20' PRIVATE
3'04'07" W ACCESS EASEMENT (MB 36 PG 27)
N01'S4'�0"E EXISTING wll;!
17.35 ACCESS EASEMENTDB 4505 PG 761OSM
OINO. DRRWE to,
S58'5817"E 4 380.97' (TO NHWL)
DANFORD40021/20LEANOERORNE
& ASSOCIATES 5GT0N.N3
IrE20 WILMIN28403
LAND SURVEYING, P.C. PHONE(910)799A916
FIRM LIC# C 797
email: ddonford0donfordsurveying.com
160.71' (40 X r.'. ;x ' �gW.
(404 TIE)
Q4 WETLANDS o;� PROPOSHOUSES a \-
aI Do LOCATION e jal
1 FOR PRESERVATION a� S
B 5403 PG 2496 ac wa ry ro ma
dsca eRetainin Wa
S66'2�'E
L28
�
215.91 ( Lj\"
96.97' —
S59'02'03"E 408.89' (TO NHWL)
60, 0,
riCASE
0' C.O.D. SETBACK
5' VARIANCE GRANTED)
OCT. 20, 2014
NO. ZBA-886 N/F
Andrew & Kimberly Simpson
DB 6267 PG 635
EXISTING PIER & DOCK / OG,
N�
NORMAL HIGH WATER LINE /0--
a
FLAGGED BY ROBE MAIRS,
FIELD REPRESENTATIVE, rn o%
NC DIVISION OF COASTAL Dj 00J Z„ 2
MANAGEMENT ON a'µn/� w p
JULY 15, 2014 2 Z- r_> n N V/
NOTE: VERIFIED BY /k 0 0
TARA MACPHERSON m � to
2, 2020 y ^ /a � � r ` j
/tu m lJ
C.O.D..AL AL
AREA n ,UL��� � 0
UPPER EDGE OF
RESOURCE FLAGGED BY
PATRICIA ROBERTS
NEW HANOVER COUNTY
ZONING COMPLIANCE
OFFICIAL ON JULY 7. 2014
NOTE: VERIFIED BY
TARA MACHPERSON
JULY 2,2020
SITE PLAN
ATD CONSTRUCTION
LOT 8 INTRACOASTAL'WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID j R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
C6 / 2 IL
S3. AL `S9•
9QI �
. �p
.M00' O0bv1
6�0 2 F
EXISTING PIER & OOCK I
SHEET 3 OF 10
SEPTEMBER 25, 2015
50 0 25 50 100
1 INCH = 50 FEET
Q DANFORD & ASSOCIATES LAND SURVEYING,
OCT 16 2020

N01'54'20"E
,17.35'
A
,c
AREA TABLE
DESCRIPTION
SQ. FT.
I ACRES
UPLANDS
4,297
1 0.099
4134 WETLANDS
29.464
0.675
COASTAL WETLANDS
7,881
0.181
LOT TOTAL
41.642
0.956
IMPAMM WETLANDS
ONE
BEARING
LENGTH
123
558'58 17 E
12.44
124
54T31 17 E
11.66
125
S58'58'17'E
81.36
126
53(T08'51-W
34.35
127
144334'51'W
38.24
128
NSTlW37 W
48.04
129
N7T48'40-W
10.03
130
S38'33 08'W
32.78
131
S17*07'13V
10.89
132
458'S817'W
16.38
133
N31'0143•E
70.24
IMPACTED WETLANDS AREA
DESCRIPTION
SQ. FT.
ACRES
LOT
3,484
0.080
DR)&WAY
509
0.012
TOTAL
3,993
0.092
LOT 9
INTRACOASTAL WATCH
MB36PG27
EDWARD K. CARTER
DB 5700 PG 2228
20' PRIVATE ACCESS EASEMENT (MB 36 PG 27) j
NOTE: VERIFIED BY
I TARA MACPHERSON
— — — — — — — — — — — — — — — — — — — J TrIT2020
EXISTING`
ACCESS EASEMENT \
D8 4505 PG 761 \
PROPOSED \
BULKHEAD "
S58'58'17"E \,
140.67' (TO PRESERVATION AREA L11
K 141.50' (TO IMPACTED WETLANDS)
,qy
101 /
160.7j `—f E
(404
LEGEND
= IRON PIPE/ROO
PS - IRON PPE SEr
DP = DWNG IRON PIPE
El = CONCRETE MONUMENT
Q = CEMEBORE
j�llc - COW & WEIIANDS
COD HISME
®= DROP INLET
= IMPACTED WERANDS
DANFORDWMI/201E NDERDRNE
& ASSOCIATES WILMINGTON.=� N.N028403
LAND SURVEYING, P.C. P ONEW101799 16
FlRM LI= G M7
email: ddanford0danfordsurveying.com
IMPACTED WETLANDS IMPACTED WETLANDS
DRIVEWAY LOT
509 sq.ft. O 3,484 SQ. FT.
0.012 acres I Ln 0.079 ACRES
380.97' (TO NHWL)
PANMI
k 'A/
— 4
4t
—PROPOSED
60' C.O.D. SETBACK
(15' VARIANCE GRANTED)
OCT. 20, 2014
CASE NO. ZEA-886
111J�1.Tiii
6'-0" WALK WAY TO DOCK
HVAC / Landscape Retaining Nall
408.89' (TO NHWL)
N/F
Xj
404 IMPACT MAP
ATD CONSTRUCTION
LOT 8 INTRACOASTAL°WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID # R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
LandSCane U
�/o
NOTE: VERIFIED BY
,L TARALMACPHERSON
i JULY 2.2020
SHEET 4 OF 10
AUGUST 5, 2015
20 0 10 20 40
1 INCH = 20 FEET
© DANFORD & ASSOCIATES LAND SURVEYING,
UT 16 �020

I, VERNON DIRE( DANFORD, CERTIFY THAT THIS PROPERTY WAS SUINEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLATTED FROM NOTE
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH 'LIRE STANDARDS OF SURVEY REFERENCES
PRACTICE FOR LAND SURVEYING IN NORM CAROLINA'; WITNESS MY ORIGINAL SIGNATURE, LICENSIIRE RIPARIAN CORRIDOR ESTABLISHED BY DEED BOOK 5568 PAGE 645
NUMBER ANDS V&MTH DAY JULY A.D. 2014. NC DIVISION OF COASTAL MANAGEMENT MAP BOOK 36 PAGE 27
PER ROBB MARS, FIELD REPRESENTATIVE MAP BY SHERWIN D. CRIBB.
/ PROFESSIONAL LAND SURVEYOR L-1099
NOTE: VERIFIED BY *MAP OF RIPARIAN CORRIDOR'
VERNON DIRT( DANF D u TARA MACPHERSON FOR CHARLES S. WAKILD AND WIFE
N.C. PLS No. L-4528 I I JULY 2, 2020 -4 _ SUSAN WAKILD
xx%\ CA RI0,f-46., r 6� — MAP BY SMART BENSON & ASSOCIATES
° 'PIER LOCATION & RIPARIAN CORRIDOR'
•� �T ' 'i'' •/ �'� �— R/W \ INTRACOASTAL WATCH
? S E A L : Q� N67147 62 38,39' �� RECORDED IN DEED BOOK 5113 PAGE 274 — 275
_,�^— N50' ' . _____
=N'•., L 44528 •OS'� V SOUND 23iE 93.21'-------- 20' PRIVATE-------J
?�� �P?`��� — �45' RIAVgTCH DRIVE wt N83'04'07"W _ _ _ _ _ ACCESS_ EASEMENT (MB 36 PG 27) LOT 9
�q,f Di11RiTEL`i�1111���� � ^ I o N01'54'20"E — — EXISTING — — — — — — — — — — J INTRACOASTAL WATCH
a1I o 17.35' ACCESS EASEMENTy� \ MB 36 PG 27
NOTES p ♦ o I h DB 4505 PG 761 \ \ EDWARD K. CARTER
THIS LOT IS SUBJECT TO ALL ♦ L0 I ^
S5858'17"E 405.12' TOTAL DB 5700 PG 2228
EASEMENTS, RESTRICTIONS, OR
COVENANTS OF RECORD.
2. THIS LOT FALLS ENTIRELY IN 575' ORW LOT 7
y�!
W I'
SHORELINE AEC SETBACK.
W
3. THIS LOT IS LOCATED IN ZONE VE INTRACOASTAL WATCH
(ELEV15) FIRM COMMUNITY PANEL MAP BOOK 36 PAGE 27
370168 3143 J DATED: APRIL 3, 2008
4. WATER DEPTHS (SOUNDINGS) ARE BASED
UPON FIELD OBSERVATIONS ON LOW TIDE
ON JULY 21. 2014 BY DANFORD & ASSOCIATES
LAND SURVEYING, PC.
4T
5. LOW WATER LINE ASSIGNED DEPTH OF '0 FT.'
FOR THIS SURVEY. ELEVATION OF OBSERVED
LOW WATERLINE AT10:04 AM ON JULY 21, 2014
M�
WATER LEVEL — —0.30' (NAVD 88).
6. CONVERGENT POINT WITH NAD 83 COORDINATES
COMPUTED USING OPUS OBSERVATION WITH
TOPCON HYPER-XT GPS EQUIPMENT ON
JULY 9. 2014. NAD—B3(2011)(EPOCH:2010.0000)
(EPOCH:2014.5193) GEOID 12A—DATA ON FILE.
LINE TABLE
LINE
BEARING
LENGTH
L1
N06'32'36"E
20.04'
L2
N83'24'49"E
23.76'
L3
N35'56'04"E
15.29'
L4
N18'19'05"E
17.26
L5
S88'41'21"E
47.50'
L6
N41'17'39"W
22.03
L7
N30'57'42"E
2.83'
DANFORDAO021/2 OLEANDER DRIVE
203
& ASSOCIATES WILMIN5U1TE,NCGI= NC 28A03
LAND SURVEYING, P.C. PHONEWIO179& 16
FIRM LICSC 799
email: ddanford®danfordsurveying.com
f--- 1 5.0'
LEGEND
= EXISTING IRON PIPE
CL = CENTERLINE
�k. = COASTAL WETLANDS
COD RESOURCE
®= DROP MIST
1
404 WETLANDS
AREA FOR PRESERVATION
DB 5403 PG 2496
196.97'
S59'02
60' C.O.D. SETBACK
(15' VARIANCE GRANTED)
OCT. 20, 2014
CASE NO. ZBA-886
NOTE
All BEARINGS SHOWN ARE BASED UPON
MAP BOOK 35 PAGE 27
RIPARIAN SURVEY FOR
ATD CONSTRUCTION
AL
264.45' /
60.0, 1 � lk
L T 8
INTRACO AL WATCH
1632 S DWATCH DRIVE i 1h
R07-007-009-000 '
:E OOK 5568 PAGE 645
236.60' tAL
408.89' ill4 \ 1
60.0' ] \
LOT 8 INTRACOASTAL: WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID # R07912-007-009-000 DEED BOOK 5568 PACE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY. N.C.
NOTE: VERIFIED BY
TARA MACPHERSON
JULY 2, 2020
O
N
SWiryo t{r W E
gm k47 s
o eor� Site g
O �P
I�CC ,cG
s+ $P
a� HICKORY KNOLL DR T
LOCATION MAP
NOT TO SCALE
to
iz
(A.
AL
I AL
I d• J w
�L
, w
Izo
]Vi
I �. SS ilVc
illlc 2 S9� `16 02,
F
LLI
U)
w
O W
U)
SHEET 5 OF 10
AUGUST 5, 2015
VO 0 30 60 120
.0 a a
© DANFORD & ASSOCIATES LAND SURVEYING. PC
OCT 16 2020

N
ti' SG'WNO 4Ig N W E
W4T S
\y <F o Rar,V Site ry
o \o
c a`
NOTE: VERIFIED BY (0_
. ((p, r a�
TARA MACPHERSON \� HICKORY DOLL DR
JULY 2, 2020
eXjsr/N a LOCATION MAP
G,DF J� NOT TO SCALE
NORMAL HIGH WATER LINE +� W �
FLAGGED BY ROBB MAIRS, rn p Q R41) CEO
FIELD REP SENTATNE, rn/3
NC DMSION OF COASTAL m o Zt,
MANAGE ENT 14 n' O
JULY 1 2014 2QU • �
Z N k to .,
N
.H v �y /Q J' )9473 CONVERGENT POINT PER
28")!. /�v SHERWIN D. CRIBB, PLS
iL
1 •v Q ,c N 134940
AL <�;4�.rNALL
_ - RIPARIAN CORRIDOR — — — -0.40 ' J — — — — — S56'23'15"E E 2341200
,J4 ,IVL • 12.2'
AL r�n - - - 15' SETBACK LINE -- — — GS- -- — — _ — — 807.30-- — — — — — — — — — — — — SEE NOTE #6
�4
.AIL I AL n ryGS.50>< -0.90 LOT 8----------- =
AL JIL
/•�� GS 2GS1 .00 RIPARIAN CORRIDOR
.06
a GS.45 X 0 1C _ — —
rnmJWL -- — r 0.93 GS __S63'2O'22_E—_.------- BCORFIDOR//��� Q
-0.53 806.55' RIpAR
iIVL h /2 — - �S - —15' SETBACK LINE _ GS — — �1.12 Co
46 FOVN RIPARIAN CORRIDOR — — —— a GS S46• OQ
?0'0p•.
— CRIBB 12'
6.0 :( M _ 1.05 734.8T E V ��
-0.98 T
—o.as GS GS
GS - ,
�\ \,IIIL 2A`s9� `�0��?Q LIFT— PILINGS 1[ N53'56'i6"W '
�- p`�F` 3F I EXISTING PIER B DOCK —GS 0.90 ?(
GS.10 717.56' \� ��
FLOATING /
DOCK
W N/F ����' •�
Andrew & Kimberly ~
�= Simpson DB 6267 PG 635' I
v ♦ LU R07900-004-008-001
W
w=
H
Uf^) i
- ZE
DANFORD"02 1/2 01_ANDER DRNE
SURE2D9
& ASSOCIATES
WRMINGT E NC 2BA03
LAND SURVEYING, P.C. PHONE(910)79B 16
FIRM LICK G2797
email: ddonford®donfordsurveying.com
RIPARIAN SURVEY FOR
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID I R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
SHEET 6 OF 10
AUGUST 51 2015
60 0 30 60
1 INCH = 60 FEET
© DANFORD & ASSOCIATES LAND SURVEYING, PC
OCT 1 6 U20

SURVEY REFERENCES
DEED BOOK 5568 PAGE 645
MAP BOOK 36 PAGE 27
MAP BY SHERWIN D. CRIBB,
PROFESSIONAL LAND SURVEYOR L-1099
'MAP OF RIPARIAN CORRIDOR'
FOR CHARLES S. WAIGLD AND WIFE
SUSAN WAKIID
MAP BY STUART BENSON & ASSOCIATES
'PIER LOCATION & RIPARIAN CORRIDOR'
INTRACOASTAL WATCH
RECORDED IN DEED BOOK 5113 PAGE 274 - 279
NOTE: VERIFIED BY TARA
MACPHERSON JULY 2, 2020
4
SEPTEMBER 24, 2015
2��4i
S E A L
IA
A DEREK
NEU F,iL 1
= EXISTING IRON PIPE
Q = CENTERLINE
= COASTAL WETLANDS
COD RESOURCE
®= DROP INLET
Q� N.C. PLS No. L-452B Q
M
ATER UNE •� yOBB MARS, Vp4*
ENTATIVE, /3co
F COASTAL N ��4U
NT ON '2014 .�2XILUQ NOTE O
.ko • 4 END OF DOCK IS APPROXIMATELY
4 750.0 FROM THE 80.0 SETBACK 44/
'�y a • ' OF THE FEDERAL CHANNEL
z
AL RIPARIAN CORRIDOR - - - - - -�
-L--------S56-23-15"E
1< r------ ' 12.2' -
/o ^ 15' SETBACK LINE- - - h 807 30' - - - - - - - - - -
N AL
,L
IIRIDPDSEDT---- —r - - - - - - -------
N
lg W E
bT N4 r� S
If
a° op yti�
s 4pep Site
ff<
o <p
�<
3 HICKORY KNOLL OR P <;
LOCATION MAP
NOT TO SCALE
COVERED ------
DOCK F- 28 -I �D(ED FIXIE D�DO�K LOT 8 — — — — \
(PROPOSED) (ROOF LINE 1T OCK RIPARIAN CORRIDOR-
6'-O' RAISED DOCK DASHED) (LOWER DOCK — — — — — — — — — — —
11' _ FOR LOADING — —
- - - 542' -H2 r &UNLOADING) - - - S63'20'22_E - - - - - - - - 1 CORRIDOR
5 411E /_ - - I- 3 • _? - - - - - '- 806.55 RIPAR
Cfi r A L IfOUNOT 15�c+ETBACK LINE -�� - - - o ' / �
-T- o�
—gam- — — — 26.0' t 5.00' rw
' CJ S�
9 30 9p ' LIFT�� PILINGS
`f F P EXISTING PIER &DOCK
FLOATING
DOCK
N/F
Andrew & Kimberly I NOTES
Simpson DB 6267 PG 635
R07900-004-008-001 �' 1. RIPARIAN CORRIDOR ESTABLISHED BY
NC DIVISION OF COASTAL MANAGEMENT
PER ROBB MAIRS, FIELD REPRESENTATIVE
2. ALL BEARINGS SHOWN ARE BASED UPON
' MAP BOOK 36 PAGE 27
AVITP- VRRTRTRTI RV TARA
DANFORD1OD21/2oLEANDERDRWE
03
& ASSOCIATES SUION, NC
WILMING SUITE
NC 284D9
LAND SURVEYING, P.C. PHONE (61 D)79Y 16
FIRM UI "797
email: ddanford®donfordsurveying.com
MACPHERSON DULY 2, 2020
PROPOSED DOCKING FACILITY
ATD CONSTRUCTION
LOT 8 INTRACOASTAL WATCH MAP BOOK 36 PAGE 27
1632 SOUNDWATCH DRIVE PARCEL ID # R07912-007-009-000 DEED BOOK 5568 PAGE 645
MASONBORO TOWNSHIP NEW HANOVER COUNTY, N.C.
LINE TABLE
LINE
BEARING
LENGTH
L1
N06'32'36"E
20.04'
L2
N83'24'49"E
23.76'
L3
N35'56'04"E
15.29'
L4
N 18' 19'05"E
17.26
L5
S88'41'21 "E
47.50'
L6
N41'17'39"W
22.03
L7
N30'57'42"E
2.83'
SHEET 7 OF 10
SEPTEMBER 24, 2015
60 0 30 60 120
1 INCH = 60 FEET
© DANFORD & ASSOCIATES LAND SURVEYING, PC.
OCT 16 M20

PROPOSED GRADE
AT DRIVE WAY
APPROXIMATELY 6.6'
PROPOSED GRADE
APPROXIMATELY 4.1'
75'-0" - — — --
Cross Section of Lot
Section C-C
SCALE: 1/16" = 1'-0"
21'-DP
,H EXITSING ELEV.
F.F.£ 20'-0'
BOTTOM OF LOWEST
STRUCTURAL MEMBER 17'-0'
PROP• • GRADE AT HOESE
,,:/a • PROPOSED
':•.
G\i\\ \i\\ \\� i✓\ \ ii\\
EX
ACICESSG —� •��Vr �..•` \'�z .
EASEMENT � '• :., �. ; \ �n
DB 4505 �• `� 1'-0" RCP Culvert
PG 761 1` `a• •x \�`
A Wit• ,••• -•SLOP \ A
.i �° \ n �1,� 1'-0" RCP Culvert Installed
`E `1 ^ ' • 1 at Low Elev. Feld Verify
` RETAINING WALL TO BE LOCATED 5'-0" OFF
47,40"91.14•'s:.
.g.ePER IFOOT
SLOPE
;.+p':•:;P
SLOPEITO DRAIN
\ / D.O
i
10\�f22�
CORE % 1/4"
PER Fi OT SLOPE
PO H
/
6" PIPE
B
P RC
REQ 44'x50'
EO Bulldi ad
/ X
/ / \\
N�X.1r8" YARD
//
O?
ALL FILL WILL B
7'X44' S�
PORCH,
q� Oq�
F
STRUCTURAL AND L
STRUCTURES WIN. BE
SUPPORTED WOOD
/
—r _
' WALK
6 WALK
YP
PILINGS
��
-
ETAINING WA
112'-4'
U" p�
A
House f Driveway
Layout & Dimensions
/i SCALE: 1" = 20'-0"
SS
`r 1;
OON
6" PIPE OUTLET l�
z `
O
:
11 cmm�ee.ine, auC
C�Ibm m..al
3001 Wdghl le Ave.
WIMIMWn, NC U403
Phme 910.620.3263
End
Nul�tl&wllinguwmn
I Release Dates I
"d
\\I�/
02)
Q bA
O
�0- cd
cd
a s.
1.4 Q
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[xa c8
O N
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cd
V
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2 —
UNDERGRO
i
i
ND WATER
RETAINAGE UTO BE E51GNED \\II/
TO CONFORM WITH virim _
STORM WATER PLANS
BY TRIPP ENGXIfRING.
RAIN GARDW MAY ALSO BE
USED W MUST CONFORM
WI1}-1•-WATER RETAINAGE
REQUIRED. 644 CUBIC FEET
OF RETAINAGE RETAINED. '
U
z
/10
f)r'T

T
RIPARIAN
.i' 43'-3' IS THE CLOSEST PILING
a DISTANCE TO THE HOA ADJACENT
DOCK. THE OVERHANG WILL BE
36'-0' FROM THE ADJACENT DOCK.
2S-0'
I— 17'-0'
®-----®'---- I -?0'0.
I 23'-0' X 2O'-0'TO I
o I OUTSIDE OF DRIPUNE
IC I I I = i4 '0.
— ® i OPEN FIXED DOCK
I I I I o
m
LOWER DOCK FOR
LO DING AND UNLOADING
Proposed Eock Layout
SCALE: 1" = 10'-0"
Proposed Dock Cross Section
SCALE: 1" = 10'-0"
V
ZI
12.2'
ATD Enolmedna P• LLC
amLVa F_mineers
3001 Wdghc Dle Ave
Wdmb Stan, NC 28403
Phone: [phone]
Coke: 910.399.3240
ss¢
BWYWWw4MgVgB.mn
I Release Dates I
/"l

NEW GRADE
1 SLOPE FOR DRAINAGE
2X6 SYP TREATED NAILED
TO 6X6 POST WITH (4) 10D
GALVANIZED NAILS
EXISTING (MADE
il 91 mmulitogmawflo\ ff ► 1: _
e
&QTE; 12' RCP SHALL BE INSTALLED IN
ACCORDANCE WITH NCDOT — DIVISION
OF HIGHWAYS DETAIL 3WD01
(SHEET 2 OF 3)
4" 3000 PSI
S:1 (MAXI FOR
EXISTING GRP
TIE-IN. BOTH
SIDES
EXISTING
CCYPd
V-6'
fd1-051
COMPACTED
DRIVEWAY CULVERTS CROSS SECTION
1'=10'—O'
13'-0'
Varies Sea Plan
— lo"-O' —
(TYP.)
DETAIL A
DRIVEWAY CROSS SECTION
1'=1 O'-0'
1 —6' 1 —6' ry
m
0
mm�y
z
TOP OF CONCRETE DRIVE 2'-6'
BOTTOM OF CONCRETE DRIVE 2'-4'
TOP OF RCP 1'-0'
EXISTING GRADE 0'-0'
DOTE: INVERT ELEV. NOT
1
GIVEN. CULVERT SHOULD
X
MATCH SLOPE OF EXSITING
C) CD
GROUND
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ATa Enanmrm "
Cwn WngStm=ral
Engineers
3001 Wrightsville Ave
Wi ming[ , NC 28403
PW.: 910.620.3263
RWOatdWtlMWuiP.mn
Release Dates
9/14/1 w Irtl b
CWA /eve,!
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10/1
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