1-23 OI CAMA Minor Application Only

Locality —� l Permit Number t Z�y
Ocean Hazard _ Estuarine Shoreline ORW Shoreline _ Public Trust Shoreline Other
(For official use only)
GENERAL INFORMATION
LAND OWNER- MAILING ADDRESS
Name����.�-�--
Address/'� 'V, `l `V1
Ci" t�� 'S W t�� S(t(��ate (�I�l U Zip
I\
Email C Q m p MU CW S� r l l) I'it%t'S
Name
Address
City
State Zip Phone
ECE9\/E
cWt,
BAN 12 2023
7i4 A n
OTHER PERMITS'M13�YBjV�R�QUIRED: The activity you are planning may require permits other than the CAMA
minor development perrri[, mclu g, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a
person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person
listed as landowner on this application has a significant interest in the real property described therein. This interest can be
described as: (check one) r/,��
9 (D 43 e13 1 �an owner or record title, Title is vested in name of S (��(:6
see Deed Book page 1 _ k r7 in the County Registry of Deeds.
LOCATION OF PROJECT: (Address, street name and/or directions to site; name of the adjacent waterbody.)
1 G i1,i
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.)
SIZE OF LOT/PARCEL: ) j I J� square feet acres
PROPOSED USE: Residential (Single-fimily�dMulti-family Commercial/Industrial ❑ Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer ifyou are not sure which AEC applies
to your propety'):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: square feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but
excluding non -load -bearing attic space)
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: _ square feet (includes the area of the foundation of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT- Is the project located in an area subject to a State
Stornwater Management Permit issued by the NC Division of Energy, Mineral and Land Resources (DEMLR)?
YES NO
If yes, list the total built upon areatimpervious surface allowed for your lot or parcel: square feet
_an owner by virtue of inheritance. Applicant is an heir to the estate of
; probate was in County.
_if other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application.
NOTIFICATION OFADJACENT RIPARIAN PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each
of them concerning my intent to develop this property and to apply for a CAMA permit.
(1)— �g_ Addres� b A U � 041 NC
(2) r
(3)
ACKNOWLEDGEMENTS: t r
i, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
related to this permit application.
This the day of C(_ , 20 2 Z
Ltgowner dr.p4son'authorized io act as his/her agent for purpose of filing a CAMA permit application
This application includes: general information (this fain), a site drmring as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check -for S100.00 made payable to the locality, and
any information as may be p)vvided orally by the applicant. The details ofthe application as described by these sources are
incorporated without reference in any permit which inay be issued. Deviation from these details will constitute a violation of
any permit. Anyperson developing in an AEC without permit is subject to civil, criminal and administrative action.

U.S.
U S.
Postal
PC
Service'"
CERTIFIED
7Fordelivery
MAILO
RECEIPT
Domestic
Mail
Only
website
at www usl's-com".
-■
informationj
visit
our
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nj
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N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MINOR PERMff
loam" of Ad
jacr, Propealy I Dwn
er
City, - state -zip
To Y&= It -May CQ;1CeM:
ECEIVE
MN 12 2023
A,/
zi
�', ; 2
DOW
This come slmdence'islo notify you.
as a rqwm prop -OM owner that I = Applying for a LAMA Knor permit to
oft -my proo
in
which is adjacmd to. Yourproperty, A copy of the application and project
drawing is attzeliedlenclosed for your review.
ffyowhave no objections to the p raposcd activity, please mark the appropriare statement below and.return to the as soon
asMsible. If no comments are r9C9iVtd Vithi IG days �ffei��
n ipt Of this notice, it will be.considered that you have no
comments OT objections regarding this proj"L
I f you I iave - objections nor comments. please mark the appropriate statement below and send your corre-spandence to: (LbCAL PERMIT OFF[CER, NAM- E OF LOCAL GOVERNMENT,. MAILING ADDRESS CITY, STATE, ZIP CODE)
If you- have any questions about die project, please do not hesitate to contact one at my address/nmnber listed below, or
contact (LOCAL PEPmrr omcEk) at mbNE NuwER), or by email at- (LYO EMAIL).
si-adereiy,
f. nn v. Irr"110
Property OiNner'iName Tolcohont Numher
City
State
I have no objection to the project d=ribed in this correspondwicc.
linve objetion(s) to the -projbet described in this cbrre'sp"ondanc.d.
Adjaceril-Riparian- Signatiffe
Print or Type Name
Dat-,
TclephoneNumber
Zip
Address
State
Tip
Revised July 2 021

7 C
c'
���il-W
�=
VICINITY MAP
.A.M:A:- 10TAL
AREA OF ENVIRONMENTAL
COASTAL WETLANDS
PER LAND MANAGEMENT
NOT To SCALE
CONCERN LIES BETWEEN
ELIZABETH
PRELIMINARY SKETCH
THE NORMAL HIGH WATER
LINE AND THE 75'
RIVER MARSH
AUGUST 2020
ESTUARINE SHORELINE =
PROPOSE
MHWL--1.9' ASL COASTAL BULKHEI
WETLANDS
w
4571.6 SF.
IRS
1
N
3.4 f "' ��
CP / BY OTHERS
`2
CP L3 IRS
EAST YACHT
DRIVE
w-
w
w
Of N
VV1`..
- \
MB NHWL BY
*
N
`OTHERS
w
z
w
z
w
z
n
_ �
PROPOSED
-___.,-BULKHEAD
LOT AREA = 13753.2 SF n 30' PUBLIC
TOTAL IMPERVIOUS AREA TRUST SHORELINE
(2709.5/13753.2)100=19.79"
AREA & RETENTION CALCULATIONS q <}
1=(759.4 SF X 1.5)/12=94.9 CF/22.1=4.3=5 CHAMBERS �- p-1
2-(510.2 SF X 1.5)/12-63.8 CF/22.1=2.9-3 CHAMBERS LLj N
3=(542:7 SF X 1.5)/12=67.8 CF/22. 1 =3.1 =3 CHAMBERS
4=(607:2 SF X 1.5)/12=75.9 CF/22.1=3.4=4 CHAMBERS L W
=6-�145.0 SF X 1.5)/12=18.1 CF/22.1 -0.8= 1 CHAMBER O*
76=(145.0 SF X 1.5)/12=18.1 CF/22.1=0.8=1 CHAMBER u� �m O
TOTAL VOLUME TO BE RETAINED=338.6 CF 2
ENCAPSULATE _U
10" 57 STONE WITH EROSION = K
GRADE CONTROL FABRIC
U
INFILTRATOR J
b QUICK4 PLUS HIGH
�,.' CAPACITY CHAMBER , r1 O io
AND END CAPS LA J d o
UNDISTURBED SOIL 0
1.0'57 STONE UNDISTURBED
4
3.5' LLLO DRAIN
AD (LOBEARING) z .H
CHAMBER DETAIL 1' CONCRETE m
22.1 CF / PER 4' SECTION BORDER (TYP.)
NOTE: CONSTRUCTION ENTRANCE TO BE 6 INCHES DEEP, 3.5 OZ. PERVIOUS
NON -WOVEN (NCDOT APPROVED) DRAINAGE FABRIC. WITH 2-3" GRAVEL (TYP.)
WASHED STONE (#4 WASHED LIMESTONE AND/OR WASHED BALLAST 4" DRAIN/
DAY BE UTILIZED IF THE 2-3 INCH WASHED STONE IS UNAVAILABLE) CONCRETE
STORMWATER NOTES: NP.
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION, QUANTITIES, m
PLACEMENT, MATERIALS, AND PRODUCTS REQUIRES PRIOR
APPROVAL BY THE STORMWATER ADMINISTRATOR,
2. REFER TO MOST CURRENT NCDEQ STORMWATER DESIGN MANUAL
FOR STORMWATER DESIGN INFORMATION, SPECIFICATIONS, SEED IR
MIXTURES AND RATES BY SEASON, SEEDBED PREPARATION,
FERTILIZER, LIME, AND MULCH TYPES/RATES.
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. 'EDGE-OF-.F
4 CONSTRUCTION DEBRIS/MATERIALS WILL NOT BE ALLOWED ON 9 4'
1 75' ESTUARINE
SHORELINE
o
I PORC�1 DECK< �
35.2 0
O
7 HABITABLE�
• 5 HAQITABLE
V j t,,,v
E �.�
.
ROPM m
z_ RESIDENCE
�m
N
L9
ON RILING
2�23
FOUN?ATION -H
N
II
61 6,1
PORCH
O Il}T
2�BL= —J o
�d
I S TRANTP
t o.a t s�ro =sco
60.00 ,
N 75"20'00" W
EMENT 9.6'f
TOWN OR STATE MAINTAINED PROPERTY WHICH INCLUDES �5 9 02 AST YACHT DRIVE
SIDEWALKS AND STREETS. g,g t 9.9't
LINE BEARING DISTANCE PUBLIC RIGHT—OF—WAY
Ll S 66'04'11" E 21.14' NOTE: SILT FENCE PER TOWN OF EROSION
L2 S 61'40'50" E 22.87' OAK ISLAND STANDARD DETAIL OR CONTROL 4" # 57 STONE
L3 S 70-10-39" E 16.98' APPROVED EQUAL FABRIC r��' , q-'a=' -=TM• •,:-";'.
1111f11r1 fe LEG EN USED)
��,f 11�H CAPAlfRODR� IRF=IRON ROD OR REBAR FOUND UNDISTURBED SOIL
,.+ Q, O •, PF=PIPE FOUND OAK PERVIOUS GRAVEL
.• O •• MBL=MINIMUM BUILDING LINE ISLAND DRIVEWAY DETAIL
�•'OF�S`�/p' Av IRS -IRON REBAR SET
Q �L'• TP-TELEPHONE PEDESTAL ZONING
CP-CALCULATED POINT S AL TRAGRAPHIC SCALE
TRANSFORMER R6
-FINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION SETBACKS 20 10 20 40
CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH=SANITARY SEWER MANHOLE FRONT- 25'
SSCO=SANITARY SEWER CLEAN OUT SIDE- 8' 1 INCH - 40 FEET
• •\ F.E.MA=FEDERAL EMERGENCY MANAGEMENT REAR- 2D'
Of
toy',i lots 1f``` AGENCY
F.I.R.M.- FEDERAL INSURANCE RATE MAP
AEC -AREA OF ENVIRONMENTAL CONCERN TAX PARCEL # 2361A02301
MHWL=MEAN HIGH WATER LINE
FLOOD CERTIFICATION:
I. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.I.R.M. 3720207600K, DATED 8/28/18.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 5/8" IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF TRANQUIL HARBOUR, SECTION X, DATED MAY 18TH, 1959,
RECORDED IN MAP CABINET 5, PAGE 96, IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 4879, PAGE 1218, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
STORMWATER RETENTION AND
EROSION CONTROL PLAN
FOR: TODD TANCK
LOT 4
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRI'
UNIT 1
V C S OAK ISLAND, NC
TELE. [phone]
a g EMAIL vcsbrunsco®ec.rr.com

NUIL: IHL L;.A.M.A. IUTAL COASTAL WETLANDS
VICINITY MAP AREA OF ENVIRONMENTAL PER LAND MANAGEMENT
NOT TO SCALE CONCERN LIES BETWEEN ELIZABETH PRELIMINARY SKETCH
THE NORMAL HIGH WATER AUGUST 2020
LINE AND THE 75' RIVER MARSH PROPOSED
ESTUARINE SHORELINE = MHWL=1.9' ASL COASTAL WENDS BULKHEAD
F� 4571.6 SF. IRS L 1 CP BY OTHERS
EAST YACHT DRIVE 3.4't . ��. L2 CP L3 IRS
N N h 2L
NHWL BY
m m o + OTHERS
PROPOSED
-_,,-BULKHEAD
LOT AREA = 13753.2 SF n 30' PUBLIC
I
TOTAL IMPERVIDUS AREA TRUST SHORELINE / I 75' ESTUARINE
(2709.5/13753.2)100=19.7% V' 'N ^ I SHORELINE
AREA & RETENTION CALCULATIONS I I o d-
1=(759.4 SF X 1.5)/12=94.9 CF/22.1=4.3=5 CHAMBERS LLJ ¢ No
2=(510.2 SF X 1.5)/12=63.8 CF/22.1-2.9=3 CHAMBERS Li ?� n
3=(542.7 SF X 1.5)/12=67.8 CF 22.1=3.1=3 CHAMBERS
4=(607.2 SF X 1.5)/12=75.9 CF/22.1=3.4=4 CHAMBERS L� LJ
5-(145.0 SF X 1.5)/12-18.1 CF/22.1-0.8=1 CHAMBER Day - d-
6=(145.0 SF X 1.5)/12=18.1 CF/22.1-0.8=1 CHAMBER (n � O
TOTAL VOLUME TO BE RETAINED=338.6 CF 2 -� 4
ENCAPSULATE
1 57 STONE WITH EROSION =
GRAD
E CONTROL FABRIC
INFILTRATOR J I PORCF4 DECK_+ 3
o _ QUICK4 PLUS HIGH CO at Z-,�� �-
„; CAPACITY CHAMBER 7Tn _ io _ -� �5'Z -� O
AND END CAPS O_n 5� 1 S�ORY ` P.
O
UNDISTURBED SOIL L M1 ���
• 5 HABITABLE .� d'
1.0' 57 STONE W co 4' c I ROOM m
3.5' DRAIN m -s.2_ RESIDENCE . Z
(LOAD BEARING) - m*
CHAMBER DETAIL 1' CONCRETE m FOUNYI TION -H N 12 2023
22.1 CF / PER 4' SECTION BORDER RETE(TYP-I- -
NOTE: CONSTRUCTION ENTRANCE TO BE 6 INCHES DEEP, 3.5 OZ. PERVIOUS 1,62
NON -WOVEN (NCDOT APPROVED) DRAINAGE FABRIC, WITH 2-3" GRAVEL (TYP.) _3,
WASHED STONE (#4 WASHED LIMESTONE AND/OR WASHED BALLAST 4" DRAIN PORCHd : BY.
1
OAY BE UTILIZED IF THE 2-3 INCH WASHED STONE IS UNAVAILABLE) .p
CONCRETE b
STORMWATER NOTES:
TYP. m o
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION, QUANTITIES, 25' MBL r
PLACEMENT, MATERIALS, AND PRODUCTS REQUIRES PRIOR
APPROVAL BY THE STORMWATER ADMINISTRATOR.
2. REFER TO MOST CURRENT NCDEQ STORMWATER DESIGN MANUAL .H
FOR STORMWATER DESIGN INFORMATION, SPECIFICATIONS, SEED IRS o RS PP
MIXTURES AND RATES BY SEASON. SEEDBED PREPARATION, 10.8't -
FERTILIZER, LIME, AND MULCH TYPES/RATES.
10.4 t s=co "C0 60.00
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S
N 75'20'00" W
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. EDGE OF, PAVEMENT
g 6• f
4. CONSTRUCTION DEBRIS MATERIALS WILL NOT BE ALLOWED ON 5902 9 4 AST YACHT
TOWN OR STATE MAINTAINED PROPERLY WHICH INCLUDES
_
DRIVE
SIDEWALKS AND STREETS.
LINE
BEARING
DISTANCE
60' PUBLIC
RIGHT-OF-WAY
Ll
S 66'04'11" E
21.14
NOTE: SILT FENCE PER TOWN OF
EROSION
L2
S 61'40'50" E
22.87'
OAK ISLAND STANDARD DETAIL OR
CONTROL \ 4" # 57 STONE
L3
S 70-10'39" E
16.98'
APPROVED EQUAL
FABRIC ` - r
11 left%
LEGEND(IF
USED)
UNDISTURBED SOIL
C N-1
�• Q,�N AAOPF=PIPE
IRF=IRON ROD OR REBAR FOUND
FOUND
OAKPERVIOUS
GRAVEL
�0
RSL IRONMUM REBAR BUILDING UNE
ISLAND
DRIVEWAY DETAIL
TP-TELEPHONE PEDESTAL
ZONING
CP-CALCULATED POINT
TRAN=TRANSFORMER
R6
FFE=FINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION
SETBACKS
CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH-SANITARY SEWER MANHOLE
FRONT= 25'
SSCO=SANITARY SEWER CLEAN OUT
SIDE= 8'
F.E.M.A--FEDERAL EMERGENCY MANAGEMENT
REAR= 20'
AGENCY
F.I.R.M.- FEDERAL INSURANCE RATE MAP
AEC -AREA OF ENVIRONMENTAL CONCERN
MHWL=MEAN HIGH WATER LINE
NHWL=NORMAL HIGH WATER LINE
FLOOD CERTIFICATION:
1. THIS PROPERTY LIES WITHIN F.E.M.A SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.I.R.M. 3720207600K, DATED 8/28/18.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 5/8"IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF TRANQUIL HARBOUR, SECTION X, DATED MAY 18TH. 1959.
RECORDED IN MAP CABINETS, PAGE 96, IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 4879. PAGE 1218, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
GRAPHIC SCALE
20 LO 20 40
1 INCH = 40 FEET
TAX PARCEL # 2361AO2301
WATER RETENTION AND
SION CONTROL PLAN
FOR: TODD TANCK
LOT 4
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRIVE
UNIT
1
V C S OAK ISLAND, NC
TELE. [phone]
a g EMAIL vcsbrunsco®ec.rr.com

--wo-TE.-THE
VICINITY MAP
C.A.M.A. TOTAL COASTAL WETLANDS
AREA OF ENVIRONMENTAL = PER LAND MANAGEMENT
NOT TO SCALE
CONCERN LIES BETWEEN ELIZABETH PRELIMINARY SKETCH
THE NORMAL HIGH WATER AUGUST 2020
RIVER MARSH
LINE AND THE 75' PROPOSED
COASTAL
ESTUARINE SHORELINE = MHWL-1.9' ASL BULKHEAD
WETLANDS
4571.6 SF. IRS
L 1 CP L BY OTHERS
2 OP
EAST YACHT DRIVE
L3 IRS
a
Ci ti �
o
20' \
_ _ =
MBC NHWL BY
m
:H OTHERS
f
w w w
o PROPOSED
z z z
,3 _
_ B�
;C1 I
LOT AREA = 13753.2 SF
TOTAL IMPERVIOUS AREA
30' PUBLIC ^ io
TRUST SHORELINE 75' ESTUARINE
(3551.0/ 13753.2)100=25.8%
-N I SHORELINE
1: TWO (2) TREES TO BE 15' IN HEIGHT
no N o a
OR OVER AT MATURITY MUST BE PLANTED
OR REMAIN AFTER CONSTRUCTION PER
n _
w
EACH 1450 SF. OF LOT AREA.
LIJ
2: ONE 9' X 18' PARKING AREA MUST
BE PROVIDED ON THIS PROPERTY PER
}
LLj Q O
�a O
HABITABLE ROOM MINUS ONE
COMPLETELY OFF OF THE STREET
II
f o d-
RIGHT-OF-WAY.
41 N
� m rP PORCH DECK �
CC m 10.0, ��
mI 35.2 al O
p� Q _j n �I O
Y■F.r Jm ' x1'FSTt`iith� ie'
IIDRIVE',,
I FTAETrAELE_ I d-
L ^ 4„ o
ROOM
, J a ORAIN•n
U�41
°� 'a.Z' RESIDENCE
3 N N I ON PILING
103 FOUNDATION
LLJ m
N
10.0 IDRIVE; x ts' s' x 1e' 10.3
__�---�
BY:
4" DRAIN_ RCHo
TL
E
25' MBL
N TRAM
IRS o IRS p' TP
75'20'00° W
EDGE OFPAVEMENT 9 gN
590294, LAST YACHT DRIVE
LINE BEARING DISTANCE
60' PUBLIC RIGHT-OF-WAY
S 66-04 L1 '11" E 21.14'
L2 S 61'40'50" E 22.37'
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND
IRS -IRON IRONMUM REBAR SET BUILDING LINE
OAK
ISLAND
TP=TELEPHONE PEDESTAL
CP=CALCULATED POINT
ZONING
GRAPHIC SCALE
RB
TRAN=TRANSFORMER
FFE=FINISHED FLOOR ELEVATION
20 10 20 40
BFE=BASE FLOOD ELEVATION
CAMA-COASTAL AREA MANAGEMENT AGENCY
SETBACKS
1 INCH = 40 FEET
FRONT= 25'
SIDE- 8'
REAR= 20'
SSMH-SANRARY SEWER MANHOLE
SSCO=SANITARY SEWER CLEAN OUT
F.E.M.A.-FEDERAL EMERGENCY MANAGEMENT
AGENCY
F.I.R.M- FEDERAL INSURANCE RATE MAP
AEC -AREA OF ENVIRONMENTAL CONCERN
MHWL=MEAN HIGH WATER LINE
TAX PARCEL # 2361A02301
FLOOD CERTIFICATION:
1. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.I.R.M. 3720207600K, DATED 8/28/18.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 5/8' IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD, NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF TRANQUIL HARBOUR. SECTION X, DATED MAY 18TH, 1959,
RECORDED IN MAP CABINET 5, PAGE 96, IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 4879, PAGE 1218, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
PRELIMINARY SITE PLAN
FOR: TODD TANCK
LOT 4
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRII
UNIT 1
is
S OAK ISLAND, INC
TELE. (704) 361 —1557
EMAIL vcsbrunsco®ec.rr.com