1-23 OI CAMA Minor Application & Permit

Oak island
Local Government
1.23 Ol
Permit Number
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental Quality,
and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to SeaCoast Homes LLC, authorizing development in the Estuarine Shoreline (AEC) at 5902 E. Yacht Dr, in Oak
Island, as requested in the permittee's application, received 1112/23. This permit, issued on January 24th. 20231 Is
subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations
and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Clearing, grading, and construction of retaining wall within 40' buffer with associated development.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 1/12/23.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further written permit approval. All work must cease when this
permit expires on:
DECEMBER 31, 2026
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances, This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Courtney 1�11` illiron
CAMA LOCAL PERMIT OFFICIAL
4601 E. Oak Island Dr.
Oak island, NC 28465
PERMI If i��EE
(Signature required if conditions above apply to permit)

Name: SeaCoast Homes, LLC
Minor Permit # 1.23 01
Date: 1 /24/23
Page 2 of 2
(5) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of normal high water. No portion of the
roof overhang shall encroach into the 30 ft. buffer.
(7) Any proposed for grading within the 30' buffer from the norm must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated
state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(9) Prior to any development, silt fence shall be properly installed between all planned land disturbance and the
adjacent marsh and open water areas; the silt fence shall be properly maintained throughout the construction
period. Sift fence shall be installed such that it is properly toed -in to the soil.
(10) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Sedimentation and erosion control measures shall be properly
maintained throughout the construction period.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Double row of silt fencing must be installed along wetland boundary.
(13) Prior to any development, the permittee is required to contact the Local Permit Officer Courtney Milliron at (910)
201-8048 to mark the landward edge of the 30 ft. buffer.
SIGNATURE: - �y� DATE: /��`'�
ERM ITT

Oak Island
Local Government
1.23 01
Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental Quality,
and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to SeaCoast Homes LLC, authorizing development in the Estuarine Shoreline (AEC) at 5902 E. Yacht Dr. in Oak
Island, as requested in the permittee's application, received 1/12/23. This permit, issued on January 24th, 2023, is
subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations
and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Clearing, grading, and construction of retaining wall within 40' buffer with associated development.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 1 /12/23.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further written permit approval. All work must cease when this
permit expires on:
DECEMBER 31, 2026
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Cou rtnJYJ ill iron
CAMA LOCAL PERMIT OFFICIAL
4601 E. Oak Island Dr.
Oak Island, NC 28465
PERMITTEE
(Signature required if conditions above apply to permit)

Name: SeaCoast Homes, LLC
Minor Permit # 1-23 01
Date: 1/24/23
Page 2 of 2
(5) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of normal high water. No portion of the
roof overhang shall encroach into the 30 ft. buffer.
(7) Any proposed for grading within the 30' buffer from the norm must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated
state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(9) Prior to any development, silt fence shall be properly installed between all planned land disturbance and the
adjacent marsh and open water areas; the silt fence shall be properly maintained throughout the construction
period. Silt fence shall be installed such that it is properly toed -in to the soil.
(10) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Sedimentation and erosion control measures shall be properly
maintained throughout the construction period.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Double row of silt fencing must be installed along wetland boundary.
(13) Prior to any development, the permittee is required to contact the Local Permit Officer Courtney Milliron at (910)
201-8048 to mark the landward edge of the 30 ft. buffer.
SIGNATURE: DATE:

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N.C.DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER. NOTIFIQAT1,0,N,(MINOR PERMIT
I
Nam' of d' K . = O anr pextwmer
A Uaar�
CiCy,-StateZip
To Whom ILMUV Q-=ern:
Z 2.
Date
This correspondence is to notify yo% as a riparian property owner that I am applying for a CAMA Nfinor permit to
sin. mypropet.tyal
u 71d"
ComtYwhich is adJA"W to your -property, A copy of the application and project
dmwing is attachedienclosed for your review.
If yowhave no objections to tho p turn �aposcd activity, please mark the appropriate qatcmunt.below and:m to me as soon
as . fmssibld- V 6o cormiizflts- are received within 1.0 days ofttceiIit of thi8 noti cc coit will .be thinyou have no
comments or objeiaions regarding this projw.
If you have -objections. oy comments, please mark the appropriate stab:;nrnt below and.spad.your correspondence to:
(60CAL P) RMT OFFICER* NAME OF LOCAL GOVERNMENT... MAILINU ADDRESS CMY. STATE, ZIP CODE)
If you, have any questions about the project, please do not hesitate to contact me at my addressiih=kT listed below, or
contact. (LOCAL PERMIT OFFICER) at(PHONENUMBER), orby email at: (LPO EMAIL).
-sincerely,
Prop" OAvner'9-'LN=4 Tcle0hone Number
Address
City
State
I have no obj
ection to the; prajdaAmribed in this con-esNnticnee.
.1 hnvi objertibn(s) to the.pr6j&t d 0-cribodd inthis c I orrdspondwcc.
Adjacmt- Riparian- Signattue
Print or Type Name
Date
Telephone. Number
ZIP
Zip
Address
city
State
Revised JU 1Y .2 02 3

NUM; lMt U.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' AS COASTAL BULKHEAD
F� 4571.6 SF. IRS L 1 CP BY ND I -
OTHERS
EAST YACHT DRIVE 3.4 f �\ L2 CP L3 IRS
y N n 20' MBL NHWL BY'.
o * `OTHERS
PROPOSED
z z z 'o � BULKHEAD
LOT AREA = 13753.2 SF n 30' PUBLIC
TOTAL IMPERVIOUS AREA TRUST SHORELINE I 75' ESTUARINE
(2709.5/13753.2)100=19.7% N * I SHORELINE
AREA & RETENTION CALCULATIONS I . I o <- a+
1=(759.4 SF X 1.5)/12=94.9 CF/22.1=4.3=5 CHAMBERS LL
Li
-� N
J } I+T o I _
2=(510.2 SF X 1.5)/12=63.8 CF/22.1=2.9-3 CHAMBERS 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� Ld
5=(145.0 SF X 1.5)/12=18.1 CF/22.1=0.8=1 CHAMBER 0, O
6=(145.0 SF X 1.5)/12=18.1 CF/22.1=0.8=1 CHAMBER v) �� O
TOTAL VOLUME TO BE RETAINED=338.6 CIF
m
ENCAPSULATE __ I N
10" 57 STONE WITH EROSION = lY
GRADE CONTROL FABRIC U _ 1O
INFILTRATOR J Z N I J PORC� DECK4
_ QUICK4 PLUS HIGH m.H
,m, CAPACITY CHAMBER Ito m -� 352 „ O
AND END CAPS tl S,� I ���
_ 1 1 STORY �LLy O
UNDISTURBED SOIL O 4,2' 5 HAE#ITABLEEl
1.0' #57 STONE w c0 4" I ROOM m
3.5' 7 DRAIN -6 .z' RESIDENCEZ
(LOAD BEARING) ON IUNG �m* �, N 12 2023
CHAMBER DETAIL 1' CONCRETE m FOLIN ATION
22.1 CF / PER 4' SECTION BORDER (TYPJ
NOTE: CONSTRUCTION ENTRANCE TO BE 6 INCHES DEEP, 3.5 OZ. PERVIOUS 6
NON -WOVEN (NCDOT APPROVED) DRAINAGE FABRIC, WITH 2-3" GRAVEL (NP.) — '
WASHED STONE (#4 WASHED LIMESTONE AND/OR WASHED BALLAST 4" DRAIN 4 +IPORCHP ! BY: -
JAY BE UTILIZED IF THE 2-3 INCH WASHED STONE IS UNAVAILABLE) CONCRETE * `'ism
+ b o
STORMWATER NDTES: TMP- E
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION, QUANTITIES, m 25' MBL
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 IRS "' 1„R''
MIXTURES AND RATES BY SEASON, SEEDBED PREPARATION, 10.8, IRS m
FERTILIZER, LIME, AND MULCH TYPES/RATES. 10.4 t se o 15co 60.00
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S N 75'20'00" W
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. EDGE OF, PAVEMENT
4. CONSTRUCTION DEBRIS MATERIALS WILL NOT BE ALLOWED ON 5 9 0 2 94 BAST YACHT DRIVE
TOWN OR STATE MAINTAINED PROPERTY WHICH INCLUDES
SIDEWALKS AND STREETS.
LINE BEARING DISTANCE 9 9 t t
u s 66'04'1 t" E 21.14' 60' PUBLIC RIGHT—OF—WW AY
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 7O'10'39" E 16.98' APPROVED EQUAL FABRIC � 3(E,_.._
,,ttljoLT sell% LEGEND(IF USED) UNDISTURBED SOIL
�%"� ,�" CAfg C• IRF=IRON ROD OR REBAR FOUND
Q , ,,0� PF=PIPE FOUND OAK PERVIOUS GRAVEL
• O MBL=MINIMUM BUILDING LINE
�. :0¢ESS�L�i'•., �. IRS -IRON REBAR SET ISLAND DRIVEWAY DETAIL
,Q �/•� TP-TELEPHONE PEDESTAL ZONING
CP-CALCULATED POINT L
m TRAN=TRANSFORMER R6 GRAPHIC SCALE
_ FFE=FlNISHEO FLOOR ELEVATION
2
L 4`= BFE=BASE FLOOD ELEVATION �zU 40
SETBACKS
.�. S F r e CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH=SANITARY SEWER MANHOLE 1 INCH = 40 FEET
FRONT= 25'
q SSCO=SANITARY SEWER CLEAN OUT SIDE= 8'
• • •\ i��y AGENCY FEDERAL EMERGENCY MANAGEMENT REAR= 20'
F.I.R.M.- FEDERAL INSURANCE RATE MAP
AEC -AREA OF ENVIRONMENTAL CONCERN T/�X PARCEL # 2361A02301
MHWL=MEAN 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 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 DRIVE
UNIT 1
ta
S OAK ISLAND, NC
TELE. [phone]
EMAIL vcsbrunsco®ec.rr.com

VICINITY MAP
NOT TO SCALE
EAST YACHT
DRIVE
In
10
z
m O
z z
LOT AREA = 13753.2 SF
TOTAL IMPERVIOUS AREA
(3551.0/13753.2) 100=25.8Z.
1: TWO (2) TREES TO BE 15' IN HEIGHT
OR OVER AT MATURITY MUST BE PLANTED
OR REMAIN AFTER CONSTRUCTION PER
EACH 1450 SF. OF LOT AREA,
2: ONE 9' X 18' PARKING AREA MUST
BE PROVIDED ON THIS PROPERTY PER
HABITABLE ROOM MINUS ONE
COMPLETELY OFF OF THE STREET
RIGHT-OF-WAY.
NOTE: TRE C.A.IA.A. TOTAL
COASTAL WETLANDS
AREA OF ENVIRONMENTAL
PER LAND MANAGEMENT
CONCERN LIES BETWEEN
ELIZABETH
PRELIMINARY SKETCH
THE NORMAL HIGH WATER
RIVER MARSH
AUGUST 2020
LINE AND THE 75'
COASTAL PROPOSE
ESTUARINE SHORELINE =
BULKHEA
MHWL=1.9 ASL WETLANDS
4571.E SF.
IRS
L 1
CP BY OTHERS
L2 CP L3
3.4't
IRS
o '
20
^�T
MBL
NHWL BY '
r
OTHERS
PROPOSED
BULKHEAD
.n 30' PUBLIC TRUST
TRUST SHORELINE
�
I
75' ESTUARINE
+I '
_
SHORELINE
I
G
I �
N
i
�CI�olAE
R °3
BY:
L1 I S 66'0,
L2 S 61'4(
L3 1 S 70' 1(
4
0
`,,'1l111Y1
,,N CA
r ss
i4�
= s
L-3 E
i
r SU 1
0. V c
i���ll�Cf
LTJ Q* O
LLJ
I— U � l I I -H
0 o m
I � �+' PORCH DECK+ I� 3
af 10.01 IF
35.2 _ O
0
rn -1 _ OR VE' X1i,ST'&':
V' ^, CO 4„ _.I :2. 5 FTAETTABLE-
u J o a' DRAIN', -a.2' REROOM RESIDENCE O i1 N I ON PILING -
L j N 0- L FOUNDATION it N
m IN
m
Z DRIVEL 10.3
10.0 11
4" DRAIN-- 14 PORCH_'
* I i
,6 o m l� L
m _
25' MBL
o
in N TRAM
10.8.3
IRS a
IRS 1D.4 t sxo'ssco 60.00
N 75'20'00" W
EDGE OF, PAVEMENT g 6•� _
5902949AST YACHT DRIVE
60' PUBLIC RIGHT—OF—WAY
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND
OAK
MBL=MINIMUM BUILDING LINE
IRS -IRON REBAR SET
ISLAND
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
FLOOD CERTIFICATION:
1. THIS PROPERTY UES 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 S. 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 10 20 40
1 INCH - 40 FEET
TAX PARCEL # 2361AO23011
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 DRI'
UNIT 1
�rs
OAK ISLAND, NC
TELE. [phone]
EMAIL vcsbrunsco®ec.rr.com

4
VICINITY MAP
€ .A .A AL
AREA OF ENVIRONMENTAL
COASTAL WETLANDS
PER LAND MANAGEMENT
NOT 70 SCALE
CONCERN LIES BETWEEN
ELIZABETH PRELIMINARY SKETCH
THE NORMAL HIGH WATER
AUGUST 2020
RIVER MARSH
LINE AND THE 75'
ESTUARINE SHORELINE =
PROPOSED
MHWL--1.9' ASL COASTAL BULKHEAD
WETLANDS
n
4571.6 SF.
IRS L 1 CP BY S
�2 CP
3.4't �. �� L3 IRS
EAST YACHT
DRIVE
Li
n
_0
OtMB NHWL BY
N
OTHERS
w
z
w
z
w
z
n Ln PROPOSED
BULKHEAD
LOT AREA = 13753.2 SF 30' PUBLIC
TOTAL IMPERVIOUS AREA TRUST SHORELINE
' (2709.5/ 13753.2)100=19.7% p +I
AREA & RETENTION CALCULATIONS �v I I q
1=(759,4 SF X 1.5)/12=94.9 CF/22.1=4.3=5 CHAMBERS
2=(510.2 SF X 1.5)/12-63.8 CF/22.1=2.9-3 CHAMBERS L j
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 I� LL L
145.0 SF X 1.5)/12=18.1 CF/22.1-0.8=1 CHAMBER f 0-H
16=(145.0 SF X 1.5)/12=18.1 CF/22A=0.8=1 CHAMBER (n Im c
TOTAL VOLUME TO BE RETAINED=338.6 CF 2 x
ENCAPSULATE
10" 57 STONE WITH EROSION = O'
GRADE CONTROL FABRIC L
s(`r` INFILTRATOR I—
o _ • - .t_ QUICK4 PLUS HIGH m m44
,H CAPACITY CHAMBER m
AND END CAPS uO_ n r
• � y, - UNDISTURBED SOIL �
1.0' #57 STONE W LO 4
3.5 DRAIN
(LOAD BEARING) Z
CHAMBER DETAIL 1' CONCRETE
22.1 CF / PER 4' SECTION BORDER (TYP.)
NOTE: CONSTRUCTION ENTRANCE TO BE 6 INCHES DEEP, 3.5 OZ. PERVIOUS
NON -WOVEN (NCOOT APPROVED) DRAINAGE FABRIC, WITH 2-3" GRAVEL (TYP.)
WASHED STONE (#4 WASHED LIMESTONE AND/OR WASHED BALLAST 4" DRAIN17
dAY BE UTILIZED IF THE 2-3 INCH WASHED STONE IS UNAVAILABLE)
CONCRETEH
STORMWATER NOTES: TYP•
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, 108'j
FERTILIZER, LIME, AND MULCH TYPES/RATES.
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. _
4. CONSTRUCTION DEBRIS/MATERIALS WILL NOT BE ALLOWED ON 9 4
TOWN OR STATE MAINTAINED PROPERTY WHICH INCLUDES 5 9 0 2
SIDEWALKS AND STREETS.
V ESTUARINE
SHORELINE
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25' MsBL o
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P
LINE BEARING DISTANCE PUBLIC
Ll S 66'04'11" E 21.14' NOTE: SILT FENCE PER TOWN OF
L2 S 61'40'50" E 22-87' OAK ISLAND STANDARD DETAIL OR
L3 S 70'10'39" E 16.98' APPROVED EQUAL
`%0%HoCA�.,,of LEGENDOF USED)
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND OAK
�. 20 .•FES' a� MBL=MINIMUM BUILDING LINE ISLAND
,.� •'0 IRS -IRON REBAR SET
Q" ��L' + TP=TELEPHONE PEDESTAL ZONING
= Q CP—CALCULATED POINT
S AL • : TRAN-TRANSFORMER R6
- FFE—FINISHED FLOOR ELEVATION
A t"" Q�=1� BFE=BASE FLOOD ELEVATION SETBACKS
""G".� CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH=SANITARY SEWER MANHOLE FRONT- 25'
• �% ���� SSCO-SANITARY SEWER CLEAN OUT SIDE- 8'
' •\ F.E.MA=FEDERAL EMERGENCY MANAGEMENT REAR- 20'
,���� AGENCY
is 4 F.I.R.M.- FEDERAL INSURANCE RATE MAP
AEC -AREA OF ENVIRONMENTAL CONCERN
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.
iu.ass " 111u 60.00,
N 75'20'00" IN
9 6'f
F YACHT DRIVE
9.9 t
RIGHT—OF—WAY
EROSION
CONTROL-4'.,', ( 57 STONE
FABRIC ` 'r ; r d^'
LUNDISTURBED SOIL
PERVIOUS GRAVEL
DRIVEWAY DETAIL
GRAPHIC SCALE
20 10 20 40
1 INCH - 40 FEET
TAX PARCEL # 2361AO2301
STORMWATER RETENTION AND
EROSION CONTROL PLAN
I 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. (704) 361 —1557
a B EMAIL vcsbrunsco0ec.rr.com