EX06-21 CAP Florida Group LLC

March 11, 2021

CAP Florida Group, LLC
c/o Chris Plaford
2 Lake View Lane
Bedford, NY 10506

RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS – 1113 New River Inlet Road, North Topsail Beach

Dear Mr. Plaford,

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 March 8,
2021, 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.
2. No ground disturbance or land disturbing activity shall occur within 40 feet of the normal high
water level.
3. The development may not exceed a 30% built upon area within 75 feet of the normal high water
level.
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.

EX06-21

GAP Florida Group, LLC
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

I, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY -AS WN HEREON IN
ACCORDANCE WITH THE . "�QF PRACTICE
FOR LAND SUA YIN' JN 11ONA. THAT
THE RATIO 0 E IS ,�1 61.Al�ED BY
LATITUDES/AND(EP ES IS. V'1it+
4 • • -
THIS IS TO CERTIFY THAT TH' T PROPERTY IS LOCATED
IN FLOOD ZONE "AE" (EL=12.0'+2') 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 3720428700K, JUNE 19, 2020
370466 3720428800K. JUNE 19, 2020
THIS AREA NOT ELIGIBLE FOR FEDERAL
FLOOD INSURANCE AS OF OCTOBER 1, 1983
TOPSAIL SOUND
820.99' 2
2`
O01
CID
NOW OR FORMERLY
THE TOWN OF
NORTH TOPSAIL BEACH
D.B. 2173, P. 234
M.B. 45, P. 183
�SUBJECT TO STATE
OF NORTH CAROLINA
REVISIONS
03/08/21: REVISED PROPOSED DWELLING
A
N 46'04'02"E-/v'
14.51'
N51'53'23"E
13.24'-~
846.36'
NORMAL HIGH WATER LINE
R/W \ R/W
\ EMN \
PROPOSED � s
JONES-ONSLOW EMC
POWER POLES & LINES �%00 S�
EXISTING \ EMN \
POWER POLES
& LINES
EXISTING POWERLINE TO BE SHIFTED
AS SHOWN BY JONES-ONSLOW EMC
NOW OR FORMERLY F\
HEDRICK s
D.B. 2279, P. 785
LOT 11
M.B. 46, P. 164
WETLAND DELINEATION
BY HAYWOOD PITMAN
JANUARY 2021
S02'13'15"E 1020.98'
89.80'"SIR
WETLANDS
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
12.66'
N84'33'51 "W
L2
33.47'
S14'54'16"W
L3
11.26'
N37'44'26"W
L4
11.67'
N07'43'21 "W
L5
22.20'
S51'51'42"W
L6
22.88'
SO4'52'46"W
L7
7.69'
S19'23'12"E
L8
4.85'
S25'41'19"W
9
SIR
0�,
Fo \0
S
.6'j j6'a
EMN
SIR N07'42'29"W
6.5 ; 34.20' 00, \
w
06 1y9 PROPO c
SEWER SERVI �� \
UPLANDS 1_ �-� fI ff 7,l.��'�j`` _, .
PR(.'POSED ? �I
\ 5' DWELLING
A6 _____
\ \� w v N ENCLOSURE BELOW 1PROPOSE
o J^- PERVIOUS
L4 o aQi---s----jt __ \ DRIVE
PROPOSED RETAINING WALL TO PROPOSED 5'
BE ENGINEERED IF NECESSARY POOL HVAC & POOI.
\ EQUIPMENT STAIJD ( (
WETLANDS 5' 7 i I I I �:� \
-- 46. $ --- �Cp
\ UPLANDS 10, W SETBACK PROPOSED \
74.36' I
NO -1 3'15"W 1036.36'
\�9
�9
NOW OR FORMERLY ��mG
SHEEHAN
D.B. 2285, P. 683
LOT 9
M.B. 46, P. 164
PROPOSED 'I
RETAINING WALL
A
1
PROPOSED
/POOL
WETLAND DELINEATION
BY HAYWOOD PITMAN
JANUARY 2021
NOTE
PROPOSED HVAC STAND REST
3.6' WITHIN 8' SIDE SETBACK
ilG
PROPOSED
POOL DECK
PROPOSED
DWELLING
R SERVICE
04 0d 59.05' SIR PROPOSED
JONES-ONSLOW EMC \
j, POWER POLES & LINES
LIMITS OF DISTURBANCE
5584 Sq.Ft. F`
0.128 ACRES
6'
EXISTING sue.
POWER POLES
& LINES
PROPOSED
CONCRETE SLAB
Ilo
PROPOSED DWELLING WITHOUT EAVES = 1848 Sq.Ft.
PROPOSED POOL COPING = 39 Sq.Ft.
PROPOSED PERVIOUS DRIVE = 0 Sq.Ft,
PROPOSED TOTAL IMPERVIOUS SURFACE = 1887 Sq.Ft.
TOTAL LOT AREA ABOVE NHWL = 9917 Sq.Ft.
PROPOSED IMPERVIOUS AREA = 19.0%
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
LAND DISTURBANCE FROM R/W TO WETLAND DELINEATION
PILING DEPTH AS PER ENGINEER
LANDSCAPING AS PER TOWN OF NORTH TOPSAIL BEACH ORDINANCES
PROPOSED DRIVE WILL BE NUMBER 57 STONE LAID AT LEAST FOUR
INCHES THICK OVER A GEOTEXTILE FABRIC
NOTE
PROPOSED DWELLING IS TWO STORY
ON PILINGS OVER CONCRETE SLAB
ENCLOSED BELOW FOR ENTRY,
STORAGE & GARAGE
NOTE
GROUND (CONDITIONED): 126 Sq.Ft.
FIRST FLOOR: 1504 Sq.Ft.
TOTAL FLOOR AREA: 3134 Sq.Ft.
AS PER HOUSE PLANS
NOTE
THIS PROPOSED DEVELOPMENT IS CONSIDERED
AN EXEMPTION BY CAMA REGULATIONS
AS PER BRAD CONNELL/DCM
NOW OR FORMERLY
SUTTON PROPERTIES, LLC
D.B. 2093, P. 362
LOT 8
M.B. 44, P. 197
EIR \\ EIR 59.85' S02'13'15"E 95.01E'
''`
43 89 e
Sty�O po
� U
0 =
EMNa.
-
J J
ul
z�=
c^
z
CL
� 0
Q
x
2
o
j Z
, 0
a
W
Z coo
8
\
\
EPK
B
R/W
R/W
EXISTING
GRADE
2
0)6,
W
`res.
BOUNDARY SURVEY &PRELIMINARY PLOT PLAN
FOR
CAP FLORIDA GROUP, LLC
LOT 10, OCEAN VIEW SHORES, M.B. 46, P. 164
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
CAP FLORIDA GROUP, LLC, OWNERS, D.B. 5292, P. 449
1113 NEW RIVER INLET ROAD
EPK
CA INTERSECTION OF ASPHALT OF
NCSR 1568 & GOLDSBORO LANE
►64
AREA ABOVE NORMAL HIGH WATER LINE: 9917 Sq.Ft. 0.228 ACRES
AREA BELOW NORMAL HIGH WATER LINE: 42409 Sq.Ft, 0.973 ACRES
TOTAL AREA OF LOT 10: 52326 Sq.Ft. 1.201 ACRES
30' ROADWAY R/W
AS PER M.B. 5, P. 46
DIST
35.1
ALL POINTS NON MONUMENTED
UNLESS OTHERWISE NOTED
ZONED R-10
ZONING SETBACKS
FRONT = 20'
REAR = 10'
SIDE = 8'
OWNERS
CAP FLORIDA GROUP, LLC
TITLE SOURCE
D.B. 5292, P. 449
TAX MAP
774G-63
REFERENCES
D.B.
2093,
P. 362
D.B.
2126,
P. 566
D.B.
2152,
P. 383
D.B.
2279,
P. 785
D.B.
2285,
P. 683
D.B.
5193,
P. 744
D.B.
5292,
P. 449
M.B.
5, P.
48
M.B.
28, P.
85
M.B.
44, P.
197
M.B.
45, P.
183
M.B.
46, P.
164
M.B.
51, P.
90
ATLANTIC OCEAN
ALL POINTS NON MONUMENTED
UNLESS OTHERWISE NOTED
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
NOW OR FORMERLY
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EGLAN D
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
D.B. 2152, 383
MBL = MINIMUM BUILDING LINE
LOT 1
NHWL = NORMAL HIGH WATER LINE
M.B. 28, P. 85
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
® = WATER METER
= FIRE HYDRANT
= WATER VALVE
SS = SANITARY SEWER MANHOLE
co = CLEAN OUT
PH = TELEPHONE PEDESTAL
0 = TELEVISION PEDESTAL
Fo = FIBER OPTIC CABLE MARKER
* = LIGHT POLE
= POWER POLE
- = POWER LINE
® = ELECTRIC TRANSFORMER
X1.5' = EXISTING SPOT ELEVATION
GRAPHIC SCALE
20
0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
ACTUAL FIELD SURVEY DATE: FEBRUARY 2, 2021
MAPPING DATE: MARCH 8, 2021
FIELD BOOK: 1172 , PAGE: 15
PROJECT NUMBER: 20-09-10