EX30-30 Rhinehart

October 29, 2020

Mr. Anthony Rhinehart
510 Huske Street
Fayetteville, NC 28305

RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS – 115 Old Village Lane, North Topsail Beach

Dear Mr. Rhinehart,

I have reviewed the information you have 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
9, 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). No ground disturbance or land
disturbing activity shall occur within 40 feet of the normal high water level of waters classified as
ORW.
2. The development may not exceed a 25% built upon area within 575 feet of the normal high water
level of waters classified as ORW.
3. 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.
EX30-30

4. This exemption does not allow for any fill or excavation 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.

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

1, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY A5 ,�SFIQ9WIV"EON IN
ACCORDANCE MATH THE ST AQT�tj AQ110E
FOR LAND RVEYING IN T
THE RA RECISI ��
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No`
THIS IS TO CERTIFY THA S DEJECT PROPERTY IS LOCATED
IN FLOOD ZONE "AE 1 ' ' " WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDER/
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370466 3720425600K JUNE 06, 2020
NOW OR FORMERLY
HARK PROPERTIES, LLC.
D.B. 2583, P. 503
M.B. 49, P. 108
THE EN11RE LOTS RESTS WITHIN
THE OUTSTANDING RESOURCE
WATERS 575' SETBACK
NOW OR FORMERLY
GALKOSKI
D.B. 5154, P. 856
LOT 13, SECTION 2
VILLAGE OF STUMP SOUND
M.B. 27, P. 111
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WETLANDS
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NOTE
PROPOSED DWELLING WITHOUT EAVES = 1600 Sq.Ft.
PROPOSED DRIVEWAY APRON = 109 Sq.Ft.
PROPOSED PERVIOUS GRAVEL DRIVE = 0 Sa.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 1709 Sq.Ft.
TOTAL LOT AREA = 10364 Sq.Ft.
PROPOSED IMPERVIOUS AREA = 16.5%
NOTE
PROPOSED DWELLING WITHIN 575' AEC = 1600 Sq.Ft.
PROPOSED DRIVEWAY APRON WITHIN 575' AEC = 109 Sq.Ft.
PROPOSED PERVIOUS DRIVE WITHIN 575' AEC = 0 Sg.Ft.
PROPOSED IMPERVIOUS SURFACE WITHIN 575' AEC = 1709 Sq.Ft.
TOTAL LOT AREA WITHIN 575' AEC = 10364 Sy.Ft.
PROPOSED IMPERVIOUS AREA WITHIN 575' AEC = 16.5%
NOTE
AS PER D.B. 1003, P. 13
MINIMUM DWELLING: 1600 Sq.Ft.
MAXIMUM IMPERVIOUS SURFACE: 2500 Sq.Ft.
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NOW OR FORMERLY
DORAZIO
D.B. 4502, P. 957
LOT 11, SECTION 2
VILLAGE OF STUMP SOUND
M.B. 27, P. 111
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BOUNDARY SURVEY & PRELIMINARY PLOT PLAN
ar
FOR
ANTHONY RHINEHART &WIFE,
CATINA RHINEHART
LOT 12, SECTION 2, VILLAGE OF STUMP SOUND, M.B. 27, P. 111
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
ANTHONY RHINEHART &WIFE, CATINA RHINEHART, OWNER; D.B. 5239,
115 OLD VILLAGE LANE
.>
Ell
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
Cl
42.78'
1 217.50'
42.71'
I S27-49-37"W
T
BENCHMARK: SMN
ELEVATION: 3.55'
VERTICAL DATUM:
VERTICAL DATUM OBTAINED WITH TOPCON GRS
USING N.C. GEODETIC CONTINUOUS OPERATING
REFERENCE STATIONS
ZONED R-5
ZONING SETBACKS RESTRICTIVE COVENANTS
FRONT = 20' FRONT = 20'
REAR = 10' REAR = 10'
SIDE = 8' SIDE = 8'
OWNERS
ANTHONY RHINEHART & WIFE,
CATINA RHINEHART
TITLE SOURCE
D.B. 5239, P. 233
TAX MAP i
806-110
REFERENCES
D.B. 1003, P. 13
D.B.
2583, P. 503
D.B.
4502, P. 957
D.B.
5154, P. 856
D.B.
5239, P. 233
M.B.
27, P. 111
M.B.
49, P. 108
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 = SANITARY SEWER MANHOLE
O = CABLE PEDESTAL
0 = TELEPHONE PEDESTAL
X t.5' = SPOT ELEVATION
GRAPHIC SCALE
10 20 +0
(INS)
1 inch = 20 tL
ACTUAL FIELD SURVEY DATE: MAY 8, 2019
MAPPING DATE: MAY 9, 2019
P. 233 FIELD BOOK: 1074 PAGE: 15
PROJECT NUMBER: 20-10-17