2-23 OI CAMA Minor Application Only

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U.S. Postal Service""
CERTIFIED MAILP RECEIPT
stic Mail Only
Doine =
For delivery information, visit our website at wwwusps.cOm'.
I I ----
❑ Return Receipt (hardcoPY) $ *W . 1,11.1
Return Receipt (electronic) $ $0 00 Postmark
[]Certified Mail Restricted Delivery $ Here
Adult Signature Required
E]Adult Signature ReWfctecl DOM"
lostage 01 /1 C1,12Q23
Total Postage and Fe"
Sent Tot 6
------- ------------
3jj6et and Apt. No., or FUB N
P ox 0.
---------------------------------------------
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E V IV E
N 2 2023

N.C., DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MINOR PERMIT)
CERTIFIED MAIL, RETURN RECEIPT REQUESTED or HAND DELIVERED
Z
Doe
Namof Adjacrt Ripaiian Property Owner
At.
Ad4;,vss
City; statezip,
To Whom IL May Concern:
This con-espondence is to notify you as a ripartmi property owner that I am applying for a CAMA Minor permit to
on my propeTty At
in
, Which LS ad-laCCRt 10 YOUT property, A copy of the application and project
drawing is attachedlenclosed for your review.
If yoiLhave no objections to th-c proposed activity, pl=c mark the appropriate statement below and retum to meas won
as,possible. If rm'comments. are received w0in IQ days of receipt of this noti", it. will be considered that you have no
comments Or Objections regarding this project.
If you have objections or ccymmcnts, please mark the appropriate statement Ix -low and send your correspondence to:
(LOCAL PERMIT OFFICER, NAME OF LOCAL GOVERNMENT, MAMING ADDRESS CITY. STATE, ZIP CODE)
If you have any questions about the prqject, please do not hesitate to contact meat my addres&1nuinber fisted below., or
contact (LOCAL PERMIT OFFICER) at (PHONE NUWER), or -by email at: (LPO EMAIL).
f
Property Ow'ner'q'Nawa Telephone Number
Address
City
State
I have no objectioxt to the project describcd in this correspondence.
I linve, objcc'tion(s) to the project described in this corresp'ondenco.
Adjacent- Riparian Signatiffe
Print orType Name
Telephone. Number
Zip
Address city 'State zip
Re. vised July 2021

VICINITY MAP
F7 PERLANDMANAGEMENT
NOT TO SCALE CONCERN LIES BETWEEN ELIZABETH
I PRELIMINARY SKETCH
THE NORMAL HIGH WATER
MARSH
AUGUST
AUGUST 2020
LINE AND THE 75'
COASTAL
PROPOSED
ESTUARINE SHORELINE
WETLANDS BULKHEAD
4568.0 SF.
BY OTHERS MHWL -
1.9' ASL
rilfl
IN Ld
1 L2
L J
CP
EAST YACHT DRNE
CP
4 IRS
o
__
M
t-n
NHWL BY
u�i v�i
*
20' MBL
0
OTHERS
:P
uQi u°fi � S
�
�
iO
n
m
U
rn
' PUBLIC
6% DO
LOT AREA = 13105.0 SF
+I
I
PROPOSED
TRUST SHORELINE
TOTAL IMPERVIOUS AREA Ln
BULKHEAD
(3066.9/13105.0)100=23.47.
4
0O
pCDI
I
w cD
I
H_,
AREA dt�, RETENTION CALCULATIONS Z
(V
1=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=4 CHAMBERS 75' ESTUARINE
X_
I
SF X 1.5)/12=72.5 CF/22.1=3.3=3 CHAMBERS SHORELINE
d
m
3-(407.4 SF X 1.5)/12-50.9 CF/22.1=2.3-3 CHAMBERS
�I
-
4-(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3-3 CHAMBERS
N
5-(459.3 SF X 1.5)/12-57.4 CF/22.1-2.6a3 CHAMBERS
N,nm
CD6-(459.3
SF X 1.5)/12-57.4 CF/22.1-2.6-3 CHAMBERS
16 I
O
TOTAL VOLUME TO BE RETAINED=383.2 CF
LJ
I
a,
NOTE: SILT FENCE PER TOWN OF EROSION
OAK ISLAND STANDARD DETAIL OR CONTROL 4 57 STONE
APPROVED EQUAL FABRIC
O
PORCf�
�r'�
NOTE: CONSTRUCTION ENTRANCE TO BE 6'-`
p
`
W ,'Y
INCHES DEEP, 3.5 OZ. NON -WOVEN UNDISTURBED SOIL
I
(NCDOT APPROVED) DRAINAGE FABRIC, WITH PERVIOUS GRAVEL
d'
1 STORY
5 BITABLE
+
2-3" WASHED STONE (p4 WASHED
DRIVEWAY DETAIL
- gOOM-- --
*
20 3
LIMESTONE AND/OR WASHED BALLAST MAY
/
Z
RESSSIDENCE
BE UTILIZED IF THE 2-3 INCH WASHED
ONI PILING
STONE IS UNAVAILABLE)
. FOUNDATION
STORMWATER NOTES:
I
L �,I
By:
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION,
_
QUANTITIES, PLACEMENT, MATERIALS, AND PRODUCTS
41
REQUIRES PRIOR APPROVAL BY THE STORMWATER
ADMINISTRATOR.
2. REFER TO MOST CURRENT NCOEO STORMWATER DESIGN
25'
-
MBL
of
MANUAL FOR STORMWATER DESIGN INFORMATION,
CONCRETE
SPECIFICATIONS, SEED MIXTURES AND RATES BY SEASON,
SEEDBED PREPARATION, FERTILIZER, LIME, AND MULCH
TI
TYPES/RATES.
IRS 0' TP
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S 10.4 3 YcD ss
DRAT
IRS 60.00'
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. 1' CONCRETE
PERVIOUS
BORDER
N 75'20 00" W
4. CONSTRUCTION DEBRIS/MATERIALS WILL NOT BE ALLOWED
ON TOWN OR STATE MAINTAINED PROPERTY WHICH EDGE OF PAVEMENT
GRAVEL
'f
Lt S 70'10"39' E 1 1.75"
12 S 60'S7'37 E 21.62'
04 EAST} YACHT 10DRIVE
60' PUBLIC RIGHT—OF—WAY ENCAPSULATE
10" 1$7 STONE WITH EROSION
GRADE CONTROL FABRIC
INFILTRATOR
o / QUICK4 PLUS HIGH
CAPACITY CHAMBER
IND .--y.: - AND END CAPS
PF=PIPE FOUND
MBL=MINIMUM BUILDING LINE
UNDISTURBED SOIL
IRS=IRON REBAR SET
1.0' #57
STONE
TP=TELEPHONE PEDESTAL
3.5
CP-CALCULATED POINT
(LOAD BEARING)
TRAN=TRANSFORMER
CHAMBER DETAIL
FEE -FINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION
22.1 CF / PER 4' SECTION
CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH=SANITARY SEWER MANHOLE
OAK
ISLAND
GRAPHIC SCALE
SSCO=SANITARY SEWER CLEAN OUT
E.M.A.=FEDERAL EMERGENCY MANAGEMENT
20 0 10 BO 40
Lr-- -I
AGENCY
A
R6
%p"j�L
ti�l♦ti��f�1�r
F.I.R.M.- FEDERAL INSURANCE RATE MAP
1 INCH - 40 FEET
AEC=AREA OF ENVIRONMENTAL CONCERN
FRONT- 25
MNWL=MFI+N HIGH WATER LINE
MHWL=MEAuei uiru TERFL
SIDE= B'
TAX PARCEL # 2361AO23
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 8/28/1B.
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 1701, PAGE 350, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
STORMWATER RETENTION AND
EROSION CONTROL PLAN
FOR: TODD TANCK
LOT 3
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
9S3E
OAK ISLAND, NC
TELE. [phone]
EMAIL vcsbrunsco®ec.rr.com

VICINITY MAP
NOTE: THE C.A.M.A, TOTAL COASTAL WETLANDS
AREA OF ENVIRONMENTAL PER LAND MANAGEMENT
NOT TO SCALE
CONCERN LIES BETWEEN ELIZABETH
THE NORMAL HIGH WATER
PRELIMINARY SKETCH
AUGUST 2020
LINE AND THE 75, RIVER MARSH
PROPOSED
ESTUARINE SHORELINE = COASTAL
WETLANDS
BULKHEAD
4568.0 SF.
BY OTHERS
MHWL = 1.9' ASL
L1L2
EAST YACHT DRIVE
CP
CP 4 IRS
N N
U)
N
NHWL BY n
_
*
20�gL OTHERS
_
I}
z z
z
30' PUBLIC
H I
PROPOSED TRUST SHORELINE
LOT AREA = 13105.0 SF
TOTAL IMPERVIOUS AREA
I
BULKHEADm
(3066.9/13105.0)100=23.4%
1I
_ 00
1: TWO (2) TREES TO BE 15' IN HEIGHT
OR OVER AT MATURITY MUST BE PLANTEDLij
OR REMAIN AFTER CONSTRUCTION PER
¢ I
(V o
EACH 1450 SF. OF LOT AREA.
W ?�
2: ONE 9' X 18' PARKING AREA MUST
75' ESTUARINE
SHORELINE �
BE PROVIDED ON THIS PROPERTY PER
ONE
O
j
HABITABLE ROOM MINUS
COMPLETELY OFF OF THE STREET
RIGHT-OF-WAY.
!4 I
O
OI 2
I O w
I
of I
'
II
17
I
II
I O* PORCH + I cn
m
'�
LL J�_EII
1 STORY
5 HABIT
CD
O I I
RO
RESIDENbf '�
I Z*
Z 95' .
ON PILI G�, ��
FOUNDATION
5
25' MBL_-
of
N
'a2,ani
DRIVE
IRS 7° TP
11.1'f
10.4 f s Co sSC
DAAl IRS 60.00'
20.
N 75'20'00" W
EDGE OF PAVEMENT
J O 4 EAST YACHT
LINE BEARING DISTANCE
9.L1
10DRIVE
S 70'10'39" E
1.75' 60' PUBLIC RIGHT—OF—WAY
L2 S 6957'37" E
21.62'
L3 S 67'25'23" E
29.05'
L4 S 69'01'59" E
8.60'
LEGEND(IF USED)
ittl tf tp
a+a9® !tp
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND OAK
A ass
RSL IRONMUM REBAR BUILDING5LINE ISLAND
sow P.•'• S/�!'
�• :(� .i!.•'9
O
TP=TELEPHONE PEDESTAL ZONING
CP-CALCULATED POINT
GRAPHIC SCALE
Q` y(�
TRAN=TRANSFORMER R6
FFE=FINISHED FLOOR ELEVATIONno
20 0 10 20 40
•
• ,�, A �{
BFE=BASE FLOOD ELEVATION SETBACKS
40 FEET
CAMA=COASTAL AREA MANAGEMENT AGENCY
1 INCH =
C'
SSMH=SANITARY SEWER MANHOLE FRONT= 25'
y
`•, O ��,1' � � • ,� �:`
�i�
SSCO=SANITARY SEWER GLEAN OUT SIDE=
F.E.M.A.=FEDERAL EMERGENCY MANAGEMENT REAR- 2 20'
��•'• pi', GQ,`,�
�a`+
/�ppps Del
GEC
F.I.R.MY FEDERAL INSURANCE RATE MAP
AEC=ARE
FH EN IRONMWATENTAL CONCERN
TAX PARCEL # 2361AO23
��vo
MA
MHWLINE
NHWL=NORMAL HIGH WATER LINE
FLOOD CERTIFICATION:
. 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:
I.
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 4679, PAGE 1218. RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
PRELIMINARY SITE PLAN
I FOR: TODD TANCK I
LOT 3
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRI1
UNIT 1
U C S OAK ISLAND, NC
TELE. [phone]
3 19 EMAIL [e-mail]
AN 12 2023
�nn

VICINITY MAP AREA OF ENVIRONMENTAL- PERy LAND MANAGEMENT
=
NOT TO SCALE CONCERN LIES BETWEEN ELIZABETH PRELIMINARY SKETCH
THE NORMAL HIGH WATERAUGUST
MARSH AUGUST 2020
LINE AND THE 75' PROPOSED
COASTAL
ESTUARINE SHORELINE = BULKHEAD
WETLANDS
4568.0 SF.
F-- BY OTHERS MHWL = 1.9' ASL
ICI W IRS L1L2
ICI
w Q �- CP
EAST YACHT DRIVE 3: - CP 4' IRS
I o w
w —
cc m U 1)NHWL
N N BY n
20' MBL OTHERS
F = _ n
m 0 v
z z z
�T
J 30' PUBLIC
V , m +i TRUST SHORELINE
^ m I PROPOSED
LOT AREA = 13105.0 SF I a BULKHEAD
I
TOTAL IMPERVIOUS AREA J
(3066.9/13105.0)100=23.4% 00
O
I ' O C�
I I
_LJ u5
I N
AREA A. RETENTION CALCULATIONS
1=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=4 CHAMBERS 75' ESTUARINE
2=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=3 CHAMBERS SHORELINE ml m
3=(407.4 SF X 1.5)/12=50.9 CF/22.1=2.3=3 CHAMBERS E -
4=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=3 CHAMBERS CV m O
5=(459.3 SF X 1.5)/12=57.4 CF/22.1 =2.6=3 CHAMBERS Nk. ,n
2
O
I
6=(459.3 SF X 1.5)/12=57.4 CF/22.1=2.6=3 CHAMBERS I O
TOTAL VOLUME TO BE RETAINED=383.2 CF W
NOTE: SILT FENCE PER TOWN OF EROSION ,L
CONTROL--,4" # 57 STONE Oi`
OAK ISLAND STANDARD DETAIL OR
APPROVED EQUAL FABRIC- O - PORCH i-(n
NOTE: CONSTRUCTION ENTRANCE TO BE 6 UNDISTURBED SOIL
INCHES DEEP, 3.5 OZ. NON -WOVEN 1 ISTORY
(NCDOT APPROVED) DRAINAGE FABRIC, WITH PERVIOUS GRAVEL 5 HABITABLE I .-.
2-3- WASHED STONE (#4 WASHED --OM— 41
���
_-
DRIVEWAY DETAIL Ip
LIMESTONE AND/OR WASHED BALLAST MAY Z RESRIODENCE
BE UTILIZED IF THE 2-3 INCH WASHED ONI PILING
STONE IS UNAVAILABLE) I . FOU!NDATION 1-.!
12 ^O^^
STORMWATER NOTES: -
L L3
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION, 4 I
"
QUANTITIES, PLACEMENT, MATERIALS, AND PRODUCTS .H
REQUIRES PRIOR APPROVAL BY THE STORMWATERI
ADMINISTRATOR. -- I
25'IMBL BY:_
_ !A!
2. REFER TO MOST CURRENT NCDEO STORMWATER DESIGN _..-
MANUAL FOR STORMWATER DESIGN INFORMATION, ,CONCRETE
SPECIFICATIONS, SEED MIXTURES AND RATES BY SEASON,
SEEDBED PREPARATION, FERTILIZER, LIME, AND MULCH TRM
TYPES/RATES. IRS '3" TP 11.1't
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S 10.4 t co ssco DRAIt{ IRS 60.00
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. 1' CONCRETE BORDER' —'I N 75'20'00 W
4. CONSTRUCTION DEBRIS/MATERIALS WILL NOT BE ALLOWED PERVIOUS GRAVEL III
EDGE OF 96'# I 8't
ON TOWN OR STATE MAINTAINED PROPERTY WHICH
INCLUDES SIDEWALKS AND STREETS. 5 /PAVEMENT
O EAST YACHT
J T
LINE BEARING DISTANCE 70DRIVE
Ll S 70'10'39" E 1 1.75' 60' PUBLIC RIGHT—OF—WAY ENCAPSULATE
L2 5 60'S7'37" E 21.62' 10" 57 STONE WITH EROSION
CONTROL FABRIC
L3 5 67'25'23" E 29.05' DE N
L4 S 69'01'59" E 8.60' INFILTRATOR
` QUICK4 PLUS HIGH
jj� CAPACITY CHAMBER
LEGEND (IF USED) n �.—l-_- �� -,�
ROD OR GAlINE FOUND AND END CAPS
CAR FOUND
O
NIRF=IRON
a j UNDISTURBED SOIL
L,' MBLPM NI
(�IA
s�i IRS=IRON REBAR SET 1.0' #57 STONE
0 j/ 3.5'—1
TP=TELEPHONE PEDESTAL
e �q yS CP=CALCULATED POINT (LOAD BEARING)
A CJ l` d TRAN=TRANSFORMER CHAMBER DETAIL
FFE=FINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION 22.1 F / PER 4' SECTION
CAMA=COASTAL AREA MANAGEMENT AGENCY OAK
SSMH=SANITARY SEWER MANHOLE GRAPHIC SCALE
SEINER CLEAN OUT ISLAND 20 10 20 40
SSCO=SANITARY
MANAGEMENT ZONING
�'►� F.E.M.A.=FEDERAL EMERGENCY
10 D. °V�`��ry� AGENCY R6
I��f+"' T_�„ ��, F.I.R.M.- FEDERAL INSURANCE RATE MAP K 1 INCH = 40 FEET
AEC=AREA OF ENVIRONMENTAL CONCERN FRONT= 25
MHWL=MEAN HIGH WATER LINE SIDE= 8' TAX PARCEL # 2361A023
NHWL=NORMAL HIGH WATER LINE REAR— 20' _
FLOOD CERTIFICATION:
I. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.LR.M. 3720207600K, DATED 8/28/1 B.
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 1701, PAGE 350, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
STORMWATER RETENTION AND
EROSION CONTROL PLAN
FOR: TODD TANCK
LOT 3
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, NO
TELE. (704) 361 —1557
a 3 EMAIL vcsbrunsco®ec.rr.com