EX23-22 Lynam (39 Sailview Dr.)

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Larry and Brenda Lynam
102 Beechwood Dr.
Youngsville, NC 27596
NORTH CAROLINA
Environmental Quality
June 6, 2022
EX23-22
RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE (ORW) AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS — 39 Sailview Dr., North Topsail Beach
Dear Mr. and Mrs. Lynam,
I have reviewed the information you submitted to our office concerning the necessary filing of an
application for a CAMA Minor Development Permit under the Coastal Area Management Act and have
determined that the activity you propose of a single family residence is exempt from needing a CAMA
Minor Development Permit as long as it remains consistent with your project drawing, dated May 31,
2022, and it also meets the conditions specified below. If your plans should change and your project will
no longer meet these conditions, please contact me before proceeding.
SINGLE FAMILY RESIDENCES WITHIN THE ESTAURINE SHORELINE AREA OF
ENVIRONMENTAL CONCERN EXEMPTED
l . All development shall be located at least 40 feet landward of the normal high water level from
waters classified as Outstanding Resource Waters (ORW).
2. No ground disturbance or land disturbing activity shall occur within 40 feet of the normal high
water level of waters classified as ORW.
3. The development may not exceed a 25% built upon area within 575 feet of the normal high water
level of waters classified as ORW.
4. The development shall be consistent with all other applicable CAMA permit standards, North
Carolina Building Code standards, local ordinances and local land use plans in effect at the time
the exemption is granted.
5. This exemption does not allow for any development within any wetlands or open water areas.
Any proposal to modify or alter the development plan as proposed will require additional
authorization from the Division of Coastal Management.
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.808.2808

Lynam
Page 2
This exemption does not eliminate your requirements to obtain any other State, Federal or Local
authorization. Construction of the structure authorized by this exemption shall be completed by
December 31 of the third year of the issuance date of this exemption.
Sincerely,
AM"
Curt Weychert
Environmental Specialist II, DCM
cc: Kate Winzler, NTB Permitting Specialist
u.a,m�naua,onoe,w mW\ r
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.808.2808

I, CHARLES FRANCIS RIGGS PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAYS
SURVEYED THE PROPERTY AS SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROINA NAT
THE RATIO OF PRECISION AS CALCULATED BY
LATITUDES AND DEPARTURES IS: 1;.10.004S.
NIS AREA NOT EUGIBLE FOR FEDERAL FLOOD
INSURANCE AS OF OCTOBER 1, 1983
LINE TABLE
LINE ,
LENGTH
DIRECTION
L1
27.26'
S31'IW24'E
L5
6.42'
N3314'52'E
L6
27.62'
N3324'52'E
L7
16.23'
N38'22'10'E
LB
11.26'
N5439'32'E
L9
19.34'
N54'39'32'E
L10
21.36'
NSY05'33'E
Lll
1 15.63'
1 NSS05'33'E
LINE TABLE
UNE If
LENGTH
DIRECTION
L12
10.58'
N38R5V0'E
L13
15.95'
N56-3259'E
L14
10.63'
N4511'02'E
L15
2.79'
N68'31'57'E
NOTE
PROPOSED DWELUNG IS TWO
STORY ON PIUNGS FULLY
ENCLOSED BELOW FOR ENVY,
STORAGE & GARAGE.
PEAK OF PROPOSED DWELLING
IS 44.8' ABOVE SLAB ELEVATION.
CURVE TABLE
CURVE IF
LENGTH
I RADIUS
CHORD
BEARING
Cl
75.68'
1450.00'
75.59'
1455'01W04'E
NOW OR FORMERLY
FILIPPINI
D.B. 4611, P. 279
LOT 40, SECTION II
CAPE ISLAND
M.B. 36, P. 53
CAMA NORMAL HIGH
WATER LINE SURVEYED ON
MAY 2022
NMP
( . S2]'45'GO'EE 63664'
384.8D'
a
\ /,ANAL & MARSH
Og
S\ SUBJECT TO THE STATE OF
t` \ NORM CARWNA
ATLANTIC
INTRACOASTAL
WATERWAY \ Lr
0
NMP NZ]'4S'00'W 549.E
BOLE
ENTIRE PROPERTY IS LOCATED WITHIN 575' OF THE
NORMAL/MEAN HIGH WATER UNE CONTIGUOUS WIN
STUMP SOUND WHICH IS CLASSIFIED BY THE STATE
OF NC AS OUTSTANDING RESOURCE WATERS (ORW)
RESTRICT W COVENANTS AS RECORDED IN D.B. 1467, P. 316
ALLOW FOR 5,124 Sq.FL OF IMPERMOUS OR BUILT UPON
AREA FOR LOT 39.
THIS PREUMINARY PLOT PLAN IS SUBJECT TO BON
REMEW & APPROVAL BY THE LOCAL JURISDICTION.
PROPOSED DWELLING WITHOUT EAVES -
2336 Sq.Ft.
Am
PROPOSED CONCRETE POOL COPING & DECKING -
896 Sq.Ft.
SLAB:
1593 SgYt.
PROPOSED PERMOUS CONCRETE DRIW
=
0 S,TL
FIRST FLOOR:
1592 SND
PROPOSED TOTAL IMPERMOUS SURFACE
3232 Sq.Ft.
9
FLOOR
SECOt
SEGO
1592 SniaTt.
PROPOSED IMPERMOUS AREA
17.29
TOTAL FLOOR AREA:
4777 Sq.Ft.
AS PER HOUSE PLANS
OR EMN IN CA OF ASPHALT
n INTERSECTION OF CAPE LANE
J & SAILMEW DRIVE
COASTAL WETLANDS
SURVEYED
/T VE
ON
Yn..
1
MAY
MAY 11, 200 22
11.
ADJOINERS DWELLING
NMP
'I 1
11.42'
V
I
WELL COVER
5.83
1 EIR
10' SETBACK
111.79'
12'
COVERED 87.97'
DECK
EI
\ UPLANDS
PROPOSED PERMOUS
1
WETLANDS
67.6'
\ \�� z ga
3.3,
22.X `X d 11.
W\ eo 15'
I\ \111 !0\\
IfiP �X
85.1
.-
PROPOSED n
DWELLING
S.6'Xa
UNCO ER
DECK Z.PROPOSED
3,v
CONCRETE DRIVE
PROPOSE
PERVIOUS
CONCRETE DRIVE
fi
)
5.1'
J
�5.3'
Z
bl
PERMOUS
CONCRETE DRIVE I
NOW OR FORMERLY
TICON, INC.
D.B. 2553, P. 782
LOT 38, SECTION II
CAPE ISLAND
M.B. 36, P. 53
S. IT
----
G
5459'
—
8'
�---..
f l0.]9'
-----
10 SETBACK
9ZSB'
T
�
EIR
I
AOJOINERS DWELLING
e.
c� o
e1
l'R�L lMINA�Y GCAf
NOl"rOf: PeCO 12A770N,
CON UEYANC,-S OP SALe5
CHARLES F. RIGGS & ASSOCIATES, INC. (C-730)
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITES
P.O. BOX 1570 1213 CULBRETH DRIVE
JACKSONVILLE. NC 28540-1570 WLMINGTON. NC 28405
TELEPHONE: [phone] TELEPHONE: [phone]
E-MAIL: riaasland0,IaQsIondnc.com
WIN
oa Q
DR --
R/W
BOUNDARY & TOPOGRAPHIC SURVEY & PRELIMINARY PLOT PLAN
FOR
LARRY LYNAM & WIFE,
BRENDA LYNAM
LOT 39, SECTION II, CAPE ISLAND, M.B. 36, P. 53
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
LARRY VAN LYNAM & WIFE, BRENDA SUE LYNAM, OWNERS; D.B. 5064, P. 492
39 SAILVIEW DRIVE
R/W
I
I
I
I u
m
I a
1
O
13
I W J
I J
¢w
UI
I �
I �
l �
\
\
\
EMN \
BENCHMARK \
R/W
NOTE
JL-
VICINITY SKETCH
NOT 70 U.
AREA BELOW
NHWL
25782 Sq.Ft.
0.592 ACRES
AREA ABOVE
NHWL
18786 Sq,FI.
0.431 ACRES
TOTAL AREA
44%8 Sq.Ft.
1.023 ACRES
BENCHMARK: EMN
ELEVATION: 6.66'
VERTICAL DATUM: NAND BB
VERTICAL DATUM OBTNNEO WITH TOPCON GRS
USING N.C. GEODETIC CONTINUOUS OPERATING
REFERENCE STATIONS
ZONED CUR-8 PLAT SETBACKS
ZONING SETBACKS FRONT = 3d
FRONT - 20' REAR - 10'
REAR = V SIDE - 10'
SIDE - 10' SIDE STREET = 2D
OWNERS
LARRY VAN LYNAM & WEE,
BRENDA SUE LYNAM
D.B. 5064. P. 492
775C-36.2
REFERENCES
D.B. 2533, P. 782
D.B. 4611, P. 279
D.B. 5064. P. 492
M.B. 36. P. 53
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CIXITROL CORNER)
EIP - EXISTING IRON PIPE (FOUND)
OR = EXISTING IRON ROD (FOUND)
EMN - EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
UK = EXISTING PARKER-KALON NAIL (FWND)(00IIII CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MEL - MINIMUM BUILDING LINE
NMP - NON MONUMENTED PONT
R/W = RIGHT OF WAY
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP = SET IRON PIPE
SIR - SET IRON ROD
SIN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
Q CENTERUNE
© - CABLE PEDESTAL
O = TELEPHONE PEDESTAL
# LIGHT POE
XtY EXISTING SPOT ELEVATION
GRAPHIC SCALE
Yl IS Y W IPO
(w PeeT )
1 InLG = 00 It
ACTUAL FIELD SURVEY DATE: MAY 11, 2022
MAPPING DATE: MAY 31, 2022
FIELD BOOK: 1097 PAGE: 47
PROJECT NUMBER: 19-10-14 JTG
RECEIVED
JUN 6 2022
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