EX02-2020 Sides

January 13, 2020

Mr. John Sides
3056 Green House Road
Winston Salem, NC 27127

RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS – 27 Osprey Drive, North Topsail Beach

Dear Mr. Sides,

I have reviewed the information Mr. Charles Riggs 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 November 12, 2019, 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

1. 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.

EX02-2020

Sides
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,
Brad Connell

Brad Connell
Environmental Specialist II, DCM

cc: Roy Brownlow, DCM
Kate Winzler, NTB Permitting Specialist

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I, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA. THAT
THE RATIO OF PRECISION AS CALCULATED BY
LATITUDES AND DEPARTURES IS: 1:10.000+
CHARLES FRANCIS RIGGS P.L.S. L-2981
PML IMINAP, Y PI-Ar
Nor FOP, Pt�COPMArION
CONV/�YANC�S OP- S��S
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "VE" WHICH IS A SPECIAL FLOOD
HAZARD AREA AND FLOOD ZONE "AF" WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, AND THE NATIONAL FLOOD INSURANCE PROGRAM.
COMMUNITY PANEL NUMBER
370466 3720427700J NOVEMBER 3, 2005
THIS AREA NOT ELIGIBLE FOR FEDERAL
FLOOD INSURANCE AS OF OCTOBER 1, 1983
ANY APPROXIMATE WETLAND DELINEATION OR
APPROXIMATE MEAN HIGH WATER LINE SHOWN
IS NOT CERTIFIED AND IS SUBJECT TO BOTH
REVIEW & FINAL APPROVAL BY DCM AND
THE U.S. ARMY CORPS OF ENGINEERS.
NOTE
ENTIRE PROPERTY IS LOCATED WITHIN 575'
OF THE NORMAL/MEAN HIGH WATER LINE
CONTIGUOUS WITH STUMP SOUND WHICH IS
CLASSIFIED BY THE STATE OF NC AS
OUTSTANDING RESOURCE WATERS (ORW)
NOTE
PROPOSED DWELLING IS TWO STORY ON
PILINGS OVER CONCRETE SLAB PARTIALLY
ENCLOSED BELOW FOR ENTRY & STORAGE
NOTE
GROUND: 2837 Sq.Ft.
FIRST FLOOR: 2837 Sq.Ft.
SECOND FLOOR: 2837 Sa.Ft.
TOTAL FLOOR AREA: 8511 Sq.Ft.
AS PER HOUSE PLANS
NOTES
THIS DEVELOPMENT IS RESTRICTED TO NO MORE
THAN 25% TOTAL BUILT UPON AREA.
SEE RESTRICTIVE COVENANTS FOR SPECIFIC
LIMITATIONS.
DASHED BOUNDARY LINES WERE NOT SURVEYED.
FRONT STAIRS LIE 2.4' WITHIN THE 30' M.B.L.
(AS SHOWN).
INTRACO ATLANTIC
A S TA L WA TER WA Y
N68- ,
2"E105 08,
I
ALLIGATOR BAY I
I& STUMP SOUND
15'
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N w NMP
APPROXIMATE MEAN z
HIGH WATER LINE
(AS PER M.B. 35, P. 160)
404 WETLANDS LINE /
— AS PER M.B. 35, P. 160 _
UPLANDS
ADJOINERS EXISTING
WOOD RETAINING WALL
(ONLINE)
NOW OR FORMERLY
PERKINS
D.B. 3501, P. 796
LOT 2, SECTION II
OCEAN CLUB VILLAGE
M.B. 35, P. 160
EIR \ IF-L- 1 1 TL ) I
J o
\ 46 "w APPROXIMATE FLOOD � w v7
63, LINE — — —
0
` o w
\ _ O
FLOOD ZONE: "AE" as
R (EL. 11'+2') _ EIR __ RING 1
N25.31'09"W R=45f
R�SIJRE 24.68'
NOTE
PROPOSED DWELLING & COVERED DECK WITHOUT EAVES = 4327 Sq.Ft.
PROPOSED STANDARD CONCRETE APRON = 322 Sq.Ft.
PROPOSED PERVIOUS CONCRETE DRIVE = 0 Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 4649 Sq.Ft.
TOTAL LOT AREA = 20988 Sq.Ft.
PROPOSED IMPERVIOUS AREA = 22.2%
pP,1Q- IMINAP, Y p1-Ar
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CONVZ� YANO�5 Op 5AL b-:S
�V -�- - S62.11135"W
\ \ PUBLIC) MN 73.38'--
\
UPLANDS \
ADJOINERS EXISTING
WOOD RETAINING WALL
(LIES 1.5' OVER \
PROPERTY LINE)
EIP
NOW OR FORMERLY \
PERKINS
D.B. 4975, P. 721
LOT 4, SECTION II
OCEAN CLUB VILLAGE \
M.B. 35, P. 160
NOTE
BENCHMARK: EMN
ELEVATION: 3.20'
VERTICAL DATUM: NAVD 88
VERTICAL DATUM OBTAINED WITH
TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING
REFERENCE STATIONS
R /W
CENTER OF
04:. - S70.16'26" E� N4$•31 1' R/W
30.65' _
S55.44'16"W _
EMN 52.56' EMN
BENCHMARK
BOUNDARY & TOPOGRAPHIC SURVEY & PRELIMINARY PLOT PLAN
FOR
JOHNNY L. SIDES & WIFE,
SUSAN C. SIDES
LOT 3, SECTION II, OCEAN CLUB VILLAGE, M.B. 35, P. 160
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
JOHNNY L. SIDES, & WIFE, SUSAN C. SIDES, OWNER; D.B. 5047, P. 584
OSPREY DRIVE
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
50.15'
N64'42'49"E
L2
13.05'
N35.15'12"E
L3
16.14'
N07'54'39"E
L4
34.67'
N39.00'09"E
AREA ABOVE NORMAL HIGH WATER LINE:
20,988 SQ. FT.
AREA BELOW NORMAL HIGH WATER LINE:
94,099 SQ. FT.
TOTAL AREA: 115,087 SQ. FT.
ZONED R-20 PLAT SETBACKS
ZONING SETBACKS FRONT = 30'
FRONT = 30'
REAR = 10'
SIDE = 10' RESTRICTIVE COVENANTS
AS PER THE RECORDED PLAT
OWNERS
JOHNNY L. SIDES & WIFE,
SUSAN C. SIDES
TITLE SOURCE
D.B. 5047, P. 584
TAX MAP #
775C-50
REFERENCES
D.B.
1408,
P.
369
D.B.
1408,
P.
416
D.B.
3869,
P.
51
D.B.
5047,
P.
584
M.B.
35, P.
160
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP = SET IRON PIPE
SIR = SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER—KALON NAIL (CONTROL CORNER)
= CENTERLINE
O = CABLE PEDESTAL
co = CLEAN OUT
X2.3' = EXISTING SPOT ELEVATION
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
ACTUAL FIELD SURVEY DATE: NOVEMBER 07, 2019
MAPPING DATE: NOVEMBER 12, 2019
FIELD BOOK: IND , PAGE: 1
PROJECT NUMBER: 19-10-28