SC_20-22_ Buchanan

Issued by WiRO SC20-22
Surf City Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
NORTH CAROLINA
Environmental Quality
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 Damian Buchanan authorizing development in the Estuarine Shoreline (AEC) at 499 Atkinson Point Road in I
Surf City, Pender County as requested in the permittee's application, dated March 5, 2020, and received as complete by
DCM on May 20, 2020. This permit, issued on June 10, 2020, is subject to compliance with the application and drawing
dated and received by DCM on May 20, 2020 (where consistent with the permit), all applicable regulations and special
conditions and notes set forth below. Any violation of these terms may subject the permittee to a fine, imprisonment or
civil action, or may cause the permit to be null and void.
This permit authorizes: Construction of a single family residence.
(1) All proposed development and associated construction must be done in accordance with the permitted site drawing dated
received by DCM on May 20, 2020.
(2) Any change or changes in the plans for development, construction, and/or land use activities will require re-evaluation and
modification of this permit.
(3) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at (910)
766-7221 for a final inspection at completion of work.
(Additional Permit Conditions on Page 2)
U
This permit action may be appealed by the permittee or other qualified persons 0 z
within twenty (20) days of the issuing date. This permit must be on the project 0 ccr
site and accessible to the permit officer when the project is inspected for Jason Dail >
compliance. Any maintenance work or project modification not covered under AMA LOCAL PERMIT OFFICip_ -
this permit,require further written permit approval.All work must cease when this
permit expires on: 127 Cardinal Drive Extensio t0
December3l,2023 Wilmington, NC 28405-384. Tr 3A",
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 PERMITTEE

Name: Damian Buchanan
Minor Permit#SC20-22
Date: June 10, 2020
Page 2 of 2
(4) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Disturbed areas shall be vegetated and stabilized (planted and
mulched)within 14 days of construction completion.
(5) Any proposed for grading within the 30' Coastal Shoreline buffer (as measured from the Normal High Water level)
must be contoured to prevent additional stormwater runoff to the adjacent marsh and/or canal. This area shall be
immediately vegetated and stabilized and must remain in a vegetated state.
(6) All development shall be located at least 30' landward of the normal/mean high water line. No impervious
coverage/built upon area, including but not limited to the house (including eaves), foundation pad, covered
decking, etc. shall extend into the 30-foot coastal shoreline buffer.
(7) This permit does not authorize the excavation or filling of any wetlands, even temporarily.
(8) Shall the plan of development exceed 30% impervious coverage within 75' of the normal highwater line, the
applicant shall effectively demonstrate, through innovative construction and design that the amount of impervious
surfaces exceeding 30% impervious coverage within the 75' Coastal Shoreline AEC shall be managed and the AEC
protected. All proposed development and associated construction must be done in accordance with a credible
innovative design plan, sealed and sealed by a professional engineer.
(9) Upon completion of construction and prior to the issuance of a Certificate of Occupancy(CO), a letter of certification
must be received from the designer of the innovative system installed, certifying that the permitted system has been
installed in accordance with this permit, the approved plans and his design specifications. Any deviations from the
approved plans and specifications must be noted on the Certification and a permit modification may be required
prior to receiving a CO.
(10)All structures shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards
of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood
Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent
with any of the following AEC standards, the more restrictive provision shall control.
(11)Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party.
SIGNATURE: c '`'� 1 DATE: 1-41-91
PERMITTEE
RECEIVED
DCM WILMINGTON, NC
J U N 2 4 2020

it
., 4

`� �G
Y
Localit CPO( ��� CJ Permit Number
. Ocean I lazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(Par official use only)
GENERAL INFORMATION
LAND OWNER-MAILING ADDRESS
Name7- 44• '►1e-"1 U vi_u a N r.r
Address 61 `t Ut P-S ,A)(T TL rJ ,9-, S 120
City 4-(P n/10 e -A-n State N.0 L Zip 2- 3hone j /0. .7 '7 7 5 _--
Email e µ t .►i3.,c,t,�p-,.� ( `-/r t L • C-crti`
AUTHORIZE!)AGENT
Name
Address ---_-_-_—
City State • Zip Phone
Email
LOCATION OF PROJECT: (Address, street name and/or directions to site;name of the adjacent waterbody.)
cick. /afY 1NS6--) RSt+, Cf N G (W Orr S QQt.I l
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) -'- '" " r` W ")r` 6 L k S44
O�h 3+^'41 I-- 1-4-4- flL.` t.oti— trHt 04 Pera-w' a- 1c.,`t ('it 'r' Dons-tnA-71. -4 C.a A‘cc('.sn,i�j�
r"``C, 7 STa.tI. $ (f' •TD( Uf' P n ` lr I (t"1C,
A..r
SIZE OF LOT/PARCEL: t Z t 44 9 square feet acres
• PROPOSED USE: Residential (Single-family Multi-family ❑ ) Commercial/Industrial [] Other
•
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit Officer if you are rral sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs:TOTAL FLOOR AREA OF PROPOSED STRUCTUR s uare 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.) 2
` o
STATE STORMWATER NAGEMENT PERMIT: Is the project located in an area subject to a State
Stormwater Manageme ennit issued by the NC Division of Energy,Mineral and Land Resources(DEMLI o
YES NO I(/itt
•n __ a_..__._._1 L__!1.._�_� _..__,:.,-.....................0,.,...Il.,..m.l r'..,.unur ant nr im•r•nI• Qniisi rpm S V

OTHER PERMITS MAY BE REQUIRED:The activity you are planning may require permits other than the CAMA
minor development permit,including,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[tome 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)
an owner or record title,Title is vested in name of �A-- a r L44"4"r 7"I
see Deed Book 4 b page f t O to in the -?4/I A 4 County Registry of Deeds.
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 OF ADJACENT 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.
(Name) (Address)
(I) //O l4 M j W /,J Sii OKJ 0t. b ut-Kg- A/C Z 77/3
(2) ,f l4/ g.✓ ✓a n �j /if4` '14.1("J L Z! J /m S /Jd . W/t,4rM,Te,1/IC. 2-e f!(
(3)
(4)
ACKNOWLEDGEMENTS:
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 1 am authorized to grant,and do in fact grant,permission to Division of Coastal Management stall,
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 ofnA/te# ,20j�
Landowner or person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes:general information*storm),a site drawing as described on the back of this application, the
owne►ship statement, the Ocean Hazard AEC Notice where necessa►y, a check for$100.00 made payable to the locality,and
any information as may be provided orally by the applicant. The details oldie application as described by these sowres are
incorporated without reference in any permit which may be issued. Deviation from these details►vill constitute a violation of
any permit.Any person developing in an AEC without permit is subject to civil, criminal and administraliy' ED
MAY 2 0 2020

ROY COOPER
Governor
MICHAEL S. REGAN
I. Secretary
NORTH CAROLINA BRAXTON DAVIS
Environmental Quality Director
June 12, 2020
Damien Buchanan
624 Washington Acres Road
Hampstead, NC 28443
Dear Mr. Buchanan,
Attached is CAMA Minor Development Permit SC 20-22 for work to be done at 499 Atkinson Point Road,
Surf City, Pender County. An electronic copy has been sent to the Surf City Inspections Department.
To validate this permit, please sign both copies as indicated for our records. Retain the orange copy for
your files, and return the white copy to us within 20 days of receipt in the enclosed, self-addressed
envelope.
This is not a valid permit until it is signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
Tanya . P. tila
Permit Support Technician
N.C. Division of Coastal Management
Enclosures
Cc:WiRO files
SC Inspection Dept.
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405

SITE PLAN
UNE TABLE Site
LINE BEARING LENGTH Z ''<"
Ll N 56'47'15" E 1.58 Qoc
L2 S 55'41'00" w 20.00 5,-- ��
L3 S 34'19'00" E 40.00 SD e�w`P s
L4 S 32'53'21" E 24.07 s
Note: � � a
1) 404 Wetland line flagged by41
Needham Environmental, Inc. ��
July 2016.
2) Normal high water line dot VICINITY MAP N.T.s.
coastal wetland line staked �SOJJ Legend:
i by NCDENR January 2020. Uq Q Existing Iron Rod
3) Any and all developmental SOd Existing Nail
restrictions (Federal, State, S
Local, P.O.A., H.O.A., Deed, ��} B
Etc. must be verified with n A'
f the)parties responsible for d "e' OAS 9
enforcing those restrictions — i 7 7'
prior to any design or S pti9 F
construction. "1•96 99
4) Zoning District — MHS rn N� pf Ss, '
0, y • L1 1
f Z li7P - �\ .
Lot 84R - 1
12.749 s.f. 4 �,>�
r� •
— ----`stl^eetlond c`i• in
u1
-- Ot\jV A
NF�� 3B CAMAS_ We\nds4irjP\ w �'- t ('( f'
11
Buffer O (. IttC '�5{AEL
Lot 66 Lot 65 -.`eve en 40 (ejO
i2.5'I- Wei/on .' t Lot B2R t
1 Atkinson Point rn "° ,%� Atkinson Point 5]6G. IF
� .
MB 4 Pg 102 es _ ,o= ' �=,, N MB 36 Pg 136 I
n
7 LmeLc 3 - -n erg' ` 1 -• -it vtOK S tilt-QA t
d Y ...-V•. U 111v IsF
n ° .-`ns.= .- n of }
9• / I
z ccJc7 -.4 c� J Surf City
DB 4625
15' Front��� P 1Q25 I To (p' w'v1uµS _�,1�,
1— — __ — 5 bock:.;. 9
55 I
1 •' : \—S 55'41'00" W 9 31;-
1�'37779 e I 24.0 I L I A 50.00' M1
1 Edge of Pavement J
Atkinson Point Road
( 50' Public R/W )
Scale: 1"= 40'
l mm 1
40' 20' 0' 40'
SITE PLAN FOR: I, Paul D. Talbot, do certify that „lin
this actual survey and map was SN CAR0'�
Damien Buchanan performed and drawn under my / i
Atkinson Point Road supervision in accordance with ;�OioFESS/o4:,y';;
Lot 84R "The Standards of Practice for _ ,'ye SU1� 1.:
Atkinson Point Subdivision Land Surveying in North Carolina": ( EA _
witness my original signature, _ L—floss ` 2
Surf City Township, Pender County, NC license number and seal. le o?:�
czp
Date: January 14, 2020 * 2. %� u w Oq.. D.Zt","".nnn .....Survey Reference: Paul D. TalbotP.LS. L-4099 Ur
LL1 0
Deed Book 4617 Page 11Q2 G\I
Map Book Page LIETalbot Land Surveying, P.C. , Z
Y
This property is located 170 Lafayette Street I Q —i
ew
within a Special Flood Hazard Area. Wilmington, North Carolina 28411
Firm License C-2722
Project it166Q Mop Name:1660 SitePlan.dw' Drafter:Ea Phone: [phone] Fax: [phone] V

SITE PLAN
LINE TABLE
LINE BEARING LENGTH Site 9-6
L1 N 56'47'15" E 1.58 20 Qc'`
L2 S 55'41'00" W 20.00
L3 S 34'19'00" E 40.00 �y �.4•"'
L4 S 32'53'21" E 24.07 o P
Note: \e a
1) 404 Wetland line flagged by `a�
Needham Environmental, Inc. °v
July 2016.
2) Normal high water line & To VICINITY MAP N.Y.S.
coastal wetland line staked
by NCDENR January 2020. psO'I S Legend:
3) Any and all developmental °Vny 0 Existing Iron Rod
A
restrictions (Federal, State, Existing Nail
Local, P.O.A., H.O.A., Deed, 1 S
Etc.) must be verified with Oin 8V'
the parties responsible for Z!e O›
enforcing those restrictions o G,, sl+
prior to any design or is Ay F
construction. io9h 99
4) Zoning District MHS 0`-i.' 01^—6,
cii
cn
Lot 84R
al
12,749 s.f. ',�
COost°r we, N CqM N
\•_line ond ly q u7 .,"•
— Q. °tee N°, IA Qo'
L. 30 CAMA Wetlands lirj\ w yro
Buffer—� \ - 0
Lot 86 Lot 85 12 5,I ;;Free W 404 O
Q",6./ 4eri°'io — Lot 82R
Atkinson Point 7m rn/ �\ M Atkinson Point
MB 4 Pg 102 as'--NF%a•a/ . 1.-1,-7(i) MB 36 Pg 136
__ 75_AEc 3 ^ —/a�3// < I ci
Line _—_ a
O f 25.0 �32.5J
O
Sr -a. P..`' -o 'al L2 1�
o'._'o i �i2o
M �;a •:, o o,-,•.—CLo r Town of
z of cn,.. a .:.' N v r') Surf City
15' Front J DB 4625
L _ _ _ _ Setback- . Pg 1025
S 55'41'00" W
A I.
24.a' I \ 50.00'
1 Edge of Pavement
Atkinson Point Road
( 50' Public R/W )
Scale: 1"= 40'
40' 20' 0' 40'
SITE PLAN FOR: I, Paul D. Talbot, do certify that
this actual survey and map was ,,, %,)�������RO,,,,
Damien Buchanan performed and drawn under my ,.,`�t�.•�AR�l/'., V
Atkinson Point Road supervision in accordance with ;`�a;'FESS/py..•'L9% Z
Lot 84R "The Standards of Practice for z : % CA .1% " CDZ
Atkinson Point Subdivision Land Surveying in North Carolina": SEAL
Surf CityTownship, Pender County, NC witness my orlgtnal signature, _ L_4oss EJ N O
P license number and seal. % &-I
. SUR`�'.y•� O 8
Date: January 14, 2020 o"••••..••``� •W Z
�'i uDiau".�
Survey Reference: Paul D. Talbot, P.LS. L-4099 Ui >
Deed Book 4617 Page 1102
Map Book la Page Ilk Talbot Land Surveying, P.0.Cr
This property is located 170 Lafayette Street G M
within a Special Flood Hazard Area. Wilmington, North Carolina 28411 i C..)Firm License C-2722 , 0

HEATED SQUARE FEET=2.870 SQUARE FEET I
DECKS=291 SQUARE FEET
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RIGHT ELEVATION
r 4 ua•=1'-0•
BUChANAN RESIDENCE
SURF CITY RENDER COUNTY NORTH CAROLINA
"v"°25 I I" ,µ 2020 J WiiYfi

HEATED SQUARE FEET-2,870 SQUARE FEET±
0ECK5—291 SQUARE FEET 2
NOTES (IMPORTANT):
I.ALL DIMENSIONS TO BE VERIFIED BY NC UCENSED CONTRACTOR PRIOR 9.L.V.L.SHALL BE LAMINATED VENEER LUMBER OR PARALLEL STRAND LUMBER(P50
TO CONSTRUCTION. WIDh THE FOLLOWING PROPERTIES:Pb-2800 P51,Pv-285 FN.E-2.000000 51.
2.LOAD BEARING WALLS TO BE VERIFIED BY PROFESSIONAL ENGINEER TREATED PSI Fb-2175 PSI.Fv-191 P51,E-1.780,000 PSI
OR NC LICENSED CONTRACTOR PROR TO CONSTRUCTION. (CCA TREATED 2.0E SOUTHERN YELLOW PINE PSL,TYP.)
3.PROVIDE(2)2w 10 HCADERS OVER ALL E%TERIOR WINDOWS 10.All RAFTERS SHALL BE SECURED AT WALL PLATE WITH METAL TIE AND AT RIDGE
WITH 2 X G COLLAR TIES WITH(4)I GD NAILS PER CONNECTION.
4.TRUSS MANUFACTURER TO CERTIFY ROOF AND FLOOR STRUCTURES.
I I.STRUCTURAL SHEATHING SHALL IX MINIMUM 7/16'APA RATED SHEATHING ATTACHED
5.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF TO STUDS WITH 8D NMLS AT 4'CENTERS AT PANEL EDGES AND AT G'CENTERS AT
'21c VOLUME VII'NORTH CAROUNA STATE BUILDING CODE. INTERMEDIATE SUPPORTS.ALL PANEL SHIPS SHALL BE 5U1,,. rSU BY BLOCKING.
G.CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH Of 3000 PSI MID 12.ALL WINDOWS TO BE DESIGNED FOR 110 MPH WIND VELOCITY.WINDOW ATTACHMENT
A MAUIMUM SLUMP OF 5 INCHES UNLESS NOTED OTHERWISE. TO WALL STUDS TO BE DESIGNED BY MANUFACTURER OR OTHERS.WINDOW
7.ALL FRAMING LUMBER SHALL BE SPF02(Pb A.875 P58. CONFIGURATIONS TO BE VERIFIED FOR INTENDED USE IN HIGH WIND ZONES.
WINDOW UMTS IN MULTIRl CONFIGURATIONS TO BE SELF SUPPORTING.
8.PRESUMPTIVE SOIL BEARING CAPACITY ASSUMED TO BE I TDWPSF 13.RUNGS AND FOUNDATION TO BE VERIFIED BY PROFESSIONAL ENGINEER OR
\ . mll / AS PER NC STATE BUILDING CODE VOL.1.TABLE 1302 FOR LOOSE SAND. NC LICENSED CONTRACTOR
1
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REAR ELEVATION '
1/4'= 1'-0" __ = _
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,IIII,
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LEFT ELEVATION
REM 1/4'- 1'O
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BUCt1ANAN RESIDENCE
SURF CITY FENDER COUNTY NORTH CAROLINA
WIC I 1 W-IHKi

NOTES (IMPORTANT):
HEATED SQUARE FEET=2,870 SQUARE FEET±
I.ALL DIMENSIONS TO BE VERIFIED BY NC LICENSED CONTRACTOR PRIOR 9.LV.L SMALL BE LAMINATED VENEER WMBER OR PARALLEL STRAND WMBER IPSU DECKS=251 SQUARE FEET±
TO CONSTRUCTION. WITH THE FOLLOWING PROPERTIES:Pb-2800 PSI,Fv-285 PSI•E-2.000.000 PSI.
2. LOAD BEARING WALLS TO BE VERIFIED BY PROFESSIONAL ENGINEER TREATED P5L:Fb-2175 PSI,Fv-191 PSI,E-1,780.000 PSI OR NC UCENSED CONTRACTOR PRIOR TO CONSTRUCTION. (CCA TREATED 2.0E SOUTHERN YELLOW PINE PSI.TYP.)
3.PROVIDE(2)2a O HEADERS OVER ALL EXTERIOR WINDOWS 10.ALL RAFTERS SMALL BE SECURED AT WALL CJ
PLATE WITH METAL TIE AND AT RIDGE
4.TRUSS MANUFACTURER TO CERTIFY ROOF AND FLOOR STRUCTURES. WITH 2 X 6 COLLAR TIES WITH(4)16D NAILS PER CONNECTION. 0 nJ
I.STRUCTURAL SHEATHING SMALL BE MINIMUM 7/16'APA RATED SHEATHING ATTACHED W N
5.AU.CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF TO STUDS WITH 8D NAILS AT 4•CENTERS AT PANEL EDGES AND AT 6•CENTERS AT
VOLUME VII'NORTH CAROUNA STATE BUILDING CODE. INTERMEDIATE SUPPORTS.ALL PANEL EDGES SMALL BE SUPPORTED BY FRI,KING.
6.CONCRETE SMALL HAVE A MINIMUM 28 DAY STRENGTH OF 3000 PSI AND 12.ALL WINDOWS TO BE DESIGNED FOR 110 MPH WIND VELOCITY.WINDOW ATTACHMENT ''e
A MAXIMUM SLUMP OF 5 INCHES UNLESS NOTED OTHERWISE. TO WALL STUDS TO BE DESIGNED BY MANUFACTURER OR OTHERS.WINDOW W
7.ALL FRAMING WMBER SHALL BE 5PFi2(Pb-875 PSI). CONFIGURATIONS TO BE VERIFIED FOR INTENDED USE IN HIGH WIND ZONES.
WINDOW UNITS IN MULTIPLE CONFIGURATIONS TO BE SELF SUPPORTING.
8.PRESUMPTIVE SOIL BEARING CAPACITY ASSUMED TO BE I TONTSF 13. FIUNGS AND FOUNDATION TO BE VERIFIED BY PROFESSIONAL ENGINEER OR
AS PER NC STATE BUILDING CODE VOL.I.TABLE 1302 FOR LOOSE SAND. NC UCENSED CONTRACTOR w Q
14.ACTUAL HVAC SIZES TO BE DETERMINED BY HEATING/AIR CONTRACTOR Cr5'.0 L�=
HBO IAI _ 25-0 23-0.
11 I of (ASOve) IDECO
; 12'4 - 12,8 I I26 1 06
a I I 1
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ee I _zoo zaIVAN I �j i H pq s-r�'..s-o rItIDIGH DOORS s-ws o 0 1 .)
bi 0 b - 9 1 E N J
a: io_ $ 1
; BEDROOM/9 € 7 GREAT ROOM a B
F. BEDROOM/2 "'
2-06-8 24 + I
_ 2-0TMY6N-0 N CLOSET HOC N PUNT N
N CLOSET 24 t X ` y f I 9 (II
ROOF I LAYOUTi ,-A-1 ® CLOSET „� t' `��J I N }
6 9
1 4 b
__ I
€
® ENRRTAINMEM § ;ry 0u _ U�{n _4 RPM o r
--TRTD FLOOR JOISTS LI✓ N
AS SPEC'D } 6'9
T FOYER 21
it \
I
ATTACH GIRDER TO POST 4-e '4GIRDER AS SPECD WITH 2-5/8'DIA.HDGBUILT-IN 5HEW6
NOTE:DO NOT THROUGH BOLTS(1YP.) LPNOTTH POST MORE �4'4`�
4 4 '4 6 J, b
THAN 50%FOR , no
MT.) OPTIONAL POST SPLICE € \ELEVATOR
Y \ELEVATOR T
.—DETAILS SHOWN-USE 4-
5/8'DIA.HDG.BOLTS = = 9 DINING ROOM 1
WITH SPACING AS SHOWN = BEDROOM W I I i = -
8k8'IUD POST 1 LI in
9 q LAUNDRY I yyy �4L F
I € MECHANICAL ' II� N T ROOM N
1 1 1 1 IFENDaN-8 'a Y ® .4 1
z-e 50 z1
oo z-eso za,ca z-esa
,,,,,, POST DNOT OSCALEIL •- 1. C-a 11,8 I ca�� Tb
�6'-8' 0-10`-•-t5•-1a C.-8.—� 1
3 N I_- DECK
_-o• 70• 3.o•
2'-4 24' 1D4• -
IM 25'O.
DUCIIANAN RESIDENCE FIRST FLOOR SECOND FLOOR
I/4'= I'-O' 1/4'= 1'-0'
SURF CITY PONDER COUNTY NORTH CAROUNA 9'CEILINGS 9'CEILINGS
W I''RLY Aww I Pl iiiii

NOTES (IMPORTANT):
HEATED SQUARE FEET=2,870 SQUARE FEET LI
1.TO C DIMENSIONS TO BE VERIFIED BY NC UCENSED CONTRACTOR PRIOR 9.LV.L.SHALL BE LAMINATED VENEER LUMBER OR PARALLEL STRAND LUMBER(PSU DECKS=291 SQUARE FEET 11
WITH THE FOLLOWING PROPERTIES:Pb=2000 PSI.Pb-285 P51,E=2,000.00D PSI.
2.LOAD BEARING WALLS TO BE VERIFIED BY PROFESSIONAL ENGINEER TREATED PSL Fb-2175 P51.Fv-191 PSI,E-I.780.000 PSI
OR NC UCENSED CONTRACTOR PRIOR TO CONSTRUCTION. (CCA TREATED 2.OE SOUTHERN YELLOW PINE PSL TYP.)
3.PROVIDE(2)2 O HEADERS OVER ALL EXTERIOR WINDOWS 10.ALL RAFTERS SHALL BE SECURED AT WALL PLATE WITH METAL TIE AND AT RIDGE
4.TRUSS MANUFACTURER TO CERTIFY ROOF AND FLOOR STRUCTURES. WITH 2 X 6 COLLAR TIES WITH(4)16D NAILS PER CONNECTION. BLOCKING DETAIL FOR HORIZONTAL OR
I I.STRUCTURAL SHEATHING STALL BE MINIMUM 7116•APA RATED SHEATHING ATTACHED VERTICAL ORIENTATION OF APA RATED
5.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF TO STUDS WITH 8D NAILS AT 4'CENTERS AT PANEL EDGES MID AT 6'CENTERS AT 7/1 V 0513 SHEATHING
VOLUME VII'NORTH CAROUNA STATE BUILDING CODE. INTERMEDIATE SUPPORTS.ALL PANEL EDGES SHALL BE SUPPORTED BY BLOCKING.
G.CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3000 PSI AND 12.ALL WINDOWS TO BE DESIGNED FOR 1 10 MPH WIND VELOCITY.WINDOW ATTACHMENT
A MAXIMUM SLUMP OF 5 INCHES UNLESS NOTED OTHERWISE. TO WALL STUDS TO BE DESIGNED BY MANUFACTURER OR OTHERS.WINDOW (2)12d,TOP 4 BOTTOM
7.ALL FRAMING LUMBER SHALL BE SPF02(Fb-875 51). CONFIGURATIONS TO BE VERIFIED FOR INTENDED USE IN HIGH WIND ZONES. STU. TOE NAILED
WINDOW UNITS IN MULTIPLE CONFIGURATIONS TO BE SELF SUPPORTING.
8.PRESUMPTIVE SOIL BEARING CAPACITY ASSUMED TO BE I TONIPSF 6d
I3.PILINGS AND FOUNDATION TO BE VERIFIED BY PROFESSIONAL ENGINEER OR 2'2' 4' (14)6d
A5 PER NC STATE BUILDING CODE VOL.I.TABLE 1302 FOR LOOSE SAND. NC UCENSED CONTRACTOR. ,.T I.
IMMI• NAILS 0
14.ACTUAL HVAC SIZES TO BE DETERMINED BY HEATING>✓NR CONTRACTOR. . ZrAI_ -_xr���u a �)
`— —_ W 0
25•-0' CENTERIJNE IrqI7sE1r
OF SPLICE > O
--B'-C i'o• B'0 2 X 6 2 X 4 STUD W
BLACK OR 2 X 6 STUD r
4 25'O' _. W Q
DOCK Y APA RATED 5HEATHING
I z•-2 (2-I D NAILING SCHEDULE TO STUDS USE 8d NAILS
} �_ INTERMEDIATE SUPPORTS NAIL SPACING=6'OC
TWIN C{YGL coc.e TWIN § ) L } i� 21 N 1 L EDGE SUPPORTS NAIL SPACING=4'OC
J .I ( BLOCK ALL SPLICES WHERE STUD>6'
za.ca mxml z-e.cv 8 r -} NAIL HEADS TO BE SET FLUSH WITH FACE OF SHEATHING.
4+ 4 fi
MASTER BEDROOM BLOCKING DETAIL
ga 9 j SD a NOT TO SCALP
a 4
2-0x6-0
POCKET " r J
DO r
/ 8 /
SHINGLES AS SPECIFIED
q S ,E, I -
-/ CLOSET O ,� e 'ROOF SHEATHING
T 4 1 ��
y {(+-' a �® ® �� (2)'SIMPSON"H2.5 HURRICANE-- . / R-38 INSULATION 44
O i I_ ____ ,� h 7 a CUPS AT EACH RAFTER(1YP.) / -i:••d
aHVAc W -1 �3-€= o a pI Pi 2x4 BAND -
`�; Ix6FASCIA 1�I li xI 2X8RAFTER
T a I x2 DRIP EDGE 2 X 4 PLATE
4 iiliEM z 2 X 4 RAFTER TIE
qz •
io �� N •. _� ® y 2'CONT.SOFFIT VENT ®16'O.C.
ram— •
OR PRE-ENGINNERED
za.c-0 C l TRUSSES®24'O.C.
■NATOR o+ m
q qW/R-I S INSULATION
C
= BEDROOMµ �{ L—$ E R 'I 1/2"APA STRUCTUAL I SHEATHING
V NAIL AT 3"O.C.AT PANEL EDGES
AND AT 6'O.C.AT INTERMEDIATE
OFFICE S SUPPORTS WITH 8d NAILS.ALL
m _ PANEL EDGES TO BE SUPPORTED
BY BLOCKING.PLYWOOD SHALL
za�so TWIN zasa j r EXTEND 12'BEYOND CONSTRUCTION
1 1 I z•-la I2-z R J 9/8'DIA.HOT DIPPED GALV.
nxxr �6'•• .i-,0"+i-5•-I D< C-0,--.-
25,-0• THROUGH BOLTS AT 20'O.C.
OR(2)5/8'DIA.BOLTS AT 6' H
//2x4 PLATE
43 O.L.
PARKING/PILING LAYOUT
•5'-8 - 7-4.—.- 2x 10 P.T.DECK JOIST T� `
1/4'= I'-0' `- 14'FLOOR TRUSS,OR
WM THIRD FLOOR PILINGS AND FOUNDATION TO BE VERIFIED BY PROFESSIONAL ENGINEER OR AS SPECD BY CONTRACTOR
NC UCENSED CONTRACTOR.
I/4"= I'-0
SUCIIANAN RESIDENCE 9'cEluNGs Fa2 TREATED
REDD ND WALL SECTION
2x 12 P.T.BAND.PROVIDE TYPICAL
(3)FL 12d NIL R AT EACH AND
SURF CITY FENDER COUNTY NORTH CAROLINA (3)12d NAILS JOIST. NOT TO SCALE
''3W HORRErMS I wi[:IN YM 2020 I Yrili

GENERAL NOTES,
I. ALL WORK TO COMPLY WITH THE N C STATE BUILDING
CODES. VDLUMN VII. 'RESIDENTIAL ONE AND TWO
FAMILY DWELLING INTERNATIONAL BUILDING CODE
Ta'd 2, FLOOR AND ROOF TRUSSES TO BE DESIGNED AND
3. ALL EHARDWARE SHALL UBE CHOREDIPPED GALVANIZED.
ITH
E r-r E_,NE —�„ .. SN80 ADLL EXTERIOR'DtAL'PLYWOOD PLYWOODSHEATHING DGESD
(A)80 NAIL AT 3.O.C.ALONG EDGES AND
el-se-- _T_ r� —_-� T_� IF m-v.w. T$ m$-_-_" 4; 6'O.C.ALONG EACH STUD.BLOCK ALL SEAR V/2'%1'
I.,...,..4...n.\:.....r.9
'� ` / 1 ` (B)TO FOUNDATION BANDS WITH(3)ROWS OF BD NAILS
y `)3 ttv T.s r v `T ' yAI • �� III I•ry—� III C.
(C)TO EACH PLSPACED I"Y OF EACH WALL PLATE WITH(ll ROW
I III „� IIIa 8D NAILS SPACED I'O.C.
y a n.r..e.� ,t n....r a (D)TO EACH WINDOW L➢OOR HEADER WITH(3)ROWS OF
I 6�� I N III 6 III BD NAILS SPACED.•D.C.
6 6 (E)APA RECOMMENDATION
•'I 1_;-----(ate f f 4:1 r--------- fU S (I)IF 5 20Y.FASTENERS OVERDRIVEN BY<1/B',THEN
\�ylf\/� C vvM.m..o III C . III>; THEY MAY BE IGNORED.
(2)IF>20%FASTENERS OVERDRIVEN BY)1/B',THEN
ADD(l)ADDITIONAL FASTENER FOR EVERY(2)
} 1s 5-9 tR • 111
'P ., a, n..u.Cv< III OVERDRIVEN.
` ,I L �I ■ Illy 5. ALL INTERIOR SHEER WALLS SHALL HAVE I/O'
ns
PLY�• s ■B PLYWOOD EAILED DGET.AND WITH
H68 O:D IALOIG EACH O.C.TML
ENG
-- ----- �� �_ ~ V�v 6. EACH RAFTER OR TRUSS SHALL HAVE(2)SNIP Al
II R 5 f r HURRICANE CLIP ON EACH OUTSIDE WALL OR PLATE
f S3�.Z yY ■E ..n I U - 7. PROVIDE A MINIMUM OF(2)STUDS ON EACH END OF
AI p ."''' Ill! n III BEAMS AND HEADERS
Y I I I I y P Wti I G B. ALL WINDOWS AND DOOR HEADERS ARE TO HAVE(2)
• IN? III V II Y N, 2%10,UNLESS OTHERWISE STATED.
9. CONCRETE SHALL BE 3000 PSI.
S`N`TO 'I'
6 6 10. ALL GROUND FLOOR WALLS SHALL BE'BRAKEOWA;vALLS'.
GROUND FLOOR WALLS SHALL ALSO HAVE FLOW THROUGH VENTS
' .Nw ---- _ f tens D.9 II --------- [------IMF Y 11. WINDOWS MUST COMPLY FWIITH TABLE LOOR AREA OF BE• LOW BFL)
■! OF THE NC STATE BUILDING CODE VOLUM(VII.
y 07 ���� ■ +��Y' :Ili
12. ALL LVL SHALL BE 2950Fb-2.2E
1 ■■ 13. ATTACH 2 LVL PLIES AS FOLLOWED.
N-ICOrt-0 I I I• :I P, a w.�.aa It V 1I_ ■A II) 20',16'1 If'(3)ROWS OF 16tl COMMON NAILS ON EACH
_`__ �. I.
■ ■ FACE STAGGERED AT 12'C/C.
` IL
-- `YL' ■B ■8 Y' ■6 (2) 9.5',12'L 11.25'(AT ROWS OF 16tl COMMON NAILS ON EACH
L FACE STAGGERED AT 12•C/C.
TZ i s // _--------7/S_---- 3 �f (3) 22', (I)ROWS OF 16tl COMMON NAILS ON EACH
I tons .f w9m - a I! 'C tiy`�j(-}ilF FACE STAGGERED AT 12'C/C.
)C IS. ALL LUMBER SPECIFIED AS H0.2 SYP USED AT 19%MOISTURE
Lf sr� wm � CONTENT. PRESSURE TREATED WHERE E%POSED.
■ . INC. INSTALLED
n.w...i.. Ii ' IIS I6 PER MANUCTURES RECOMENDATIUNS.JAL 6 6 n 6 Ilk
5 w IMF ICE2. 111-
_ _tr-., 1 . 1111 t 0 E�9yI m� 0
.•
PILE FOUNDATION PLAN PILE FOUNDATION PLAN '
SCAM t/r-r-r �.\..00\.,v.0 I
BT
NOTE: NOTE: ENGINEERS SEAL, HANGER LEGEND, i i i
EXTEND TD.®TH Le"POT 01 10 01 ,•d
riNISM GRADEE...EVEN IS LOVER. W NOTE: mF IS TO K TRUSSES ENGINEERS ONT THIS Do[u ET'TO STRUCTURAL
DOES NOT SUMSEIN MO RR)ext, I I I I
PLLES V AN ROAN HAZARD AREA I ES ARE V TN ALL U INCLUDE CUES TRUE TON IS,KTHEMy !;:i
FFEE CO 2•YIM SAFETY
SO KE SCIKPANCIES ON MO A iTO DO SEM 0T. OFIAS NO ELO()]'%S'%FDR(3)rY1Y iOl(2)Y%,Fa(a),-3/()1 3/.'YLDON L VNM ANXE -
sz OK,Na DOIn I /�C 1 _.. _
RECEIVED ""� A\ ,
mom
ROT LAYOUT, ROOF PLAN
ROVE PLAM
�••."' ROs AREA HARING N
MAY 2 0 2020 __
CM WILMINGTON, NC—ri _ 2
d% 1 _..•.. N: F>U,NLN"< .. DAMIEN BUCHANAN fEEE
BUU4AN•)'�RD^N. tlrTYpp Jesse W.Jordan FEBRUARY.2020 AS NITER
n.
F
co„„w „RI f,,�;., , .oND ,DXANDWVNO ATKINS❑N PINT ROAD LOT 84R
001=02-2020
BRD r :EopY 2aAa �_.. tt �N�E,�DAm"NA "' H. R.waDM3 IltrOtfn H(_aM SURF CITY, N.C. $

.. BI•
WM `,, t;..o ® 7,...,.T...... " ..T o MU:1Z_
,IIII 1 13. 8 AA115 �` C
r III - 41 Ip CII- ev CORNER CONNECTION NOTE.USE WHEN CROSS
�, i DETAIL SECTION AREA IS REDUCED
'DIII I q ti 0 ;i= HERE THEN SOX
� SCALE NONE ONE STRAP PER BEAN
1111 KAN EKE
_ Rnno3.
® ........A.A.W r rs vrtv tie- I+6.. .
...❑ ■ ❑ -PILING SPLICE DETAIL an
MI
SCALE NONE v., rtle Ile KOKO
ar
APPLOCATICF
e .,........ I .de .e.e.—....
_ ...--witzeli
....
'r` tL'a •I I SHEAR WALL SECTION
�' .... MCI"
�` I I I_ �'�✓ PARALLEL TO JOIST
i
... ,I I 1 , I I L ROOF TRUSSawe s... JOI�� m.°"W.�.o..- 'i i. Mill:liMM
IIIN
Ai rz�_'"` wr.rr r.e u m" u .w a.
.a . -� - w 05u5i .. THIRD FLOOR ,.o SHEAR WALL SECTION -"
D m FIRST FLOO �� SECOND FLOOR
SCAM 1/�. I.-0. PARALLEL JOIST
..•,. I/C.I'-C a...../C.1-C
m in 1,.i:M.M:
V 0 SHEAR WALL DETAIL
SCALE 1/2'= I'
IIEKKENOIK
_• + KE
;ml ol,, C'"""`"` _ ,�U�Y,� DAMIEN BUCHANAN AS PAVED
o
;I= 'm ^177;;un.; °^@ JeSSCW]°`� ATKINSON P❑INT ROAD LOT 84R �1$JE_E/��
•
�'� 001-02-2020 {7f�P�V
n. .I ".W"`` I ME NKK re AH. o � n,�: "`'" � SURF CITY, N.C.
F O�

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Ii!
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11K4•13 P.
I
r __
\ KNEE BRACE DETAIL
SCALE 1/2'= I' 2,.5'.,=o -�
X-BRACING DETAIL SCALE I/2'= 1' _ �
re
I.f.wr_n I.fmw__n - - - - - -
'\\\\/411/ 1"%ti...77'4.r
il
X-BRACING DETAIL ¢""�•� �-� � �m�[w m" •�
SCALE 1/2'. 1' ...".." ,,,,m,,,mJ
if lid•PM Si
.�w�s le
I I..fw-en ,
Nova im ma .
.1191r --r
41'--'
n m
0 0 0 0 0 0 ::)11 0 0 (
m :�w
'" 0 I CROSS SECTION
o
A-BRACING DETAIL
SCALE NONE
SCALE: 1/2" = 1'-0" ID
DM.NOM
l /'± ,.,.. ... al .uvti a® cOPruG 61� oOUT
FEBRUAAY.2020 DAMIEN BUCHANAN p
iii f Jesse W.]o:daa ATKINS❑N P❑INT ROAD LOT 84R sssw' L
W■ • "d f y$m w 1°wAu ^..ucxrs IKS 001-02-2020 C�
...e ss<NOVW °S.vu0617N:wn.m µYnnmi Efil r,�: ..�1 ,,, SURF CITY, N.C. ,

ON `NOlWNIVN IIM IDO
OZOZ 0 i AM
I a3A1333a
HIGHEST POINT
50.08'
`r w 1s
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N
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' i 1 ,... :AM --mr.r,"'"'" . i a
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has ...e.. rm....�._/
4.
1 /\/ /l I/\\//\\%I\//\\//\\II I�//\\ ITA Era:
:1! -'.v_ ___\1 _,.._,........\ -- \ TOP OF BOTTOM FLOOR 14.63'
Al � — '\ /A IV/\J\\/I\//\\//\NI II\ "- — —
.... _ BOTTOM Di LOREST
STRUCTURALS MEMBER 12.H'
11\
D
—I ram..", xac.r .....=.1..
7C
Z — . — — — — — — — — — — —
Vl B�sE noon LE,EL. — -
O t7
V)Z D
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Z
n Z I TOP OF GRAVEL 4O'
HI-I W — — - — - - - - — - — - — — - HIONEST ADJACENT GRADE —
C _ 19J
-.<it n
O=
n d Z0 CROSS SECTION
7 Z SCALE: 1/2" = 1'-0"
-I
CO
ISPl0._1

2:,,,,,rz...;t.,= ,, .1.1-"...""-....;21.7 1."47,='"" 10110 .. .47.....11„7.1....7. .
rX:
PLAN _. •-__, ^^r .n, .......
'"a PLAN I- �
WALL PROFILE WALL PROFILE '" •^--
._7 ''Milli= . 1k2 .a i I 1M1 PLAN .�._
II . .• 11 .4-,....'":":=1.z.l.
111111
'I -_ � WLLLElb ..__. ... i■ "-
PROFILE 1ii ». - :ii= . -' -'1■1 '
I!-'.'-'-' PROFILE I'-i-i-i-I -ems ` i1
• MP IQ
�.a.. PROFILE s' _'Dii
_-_,
m
rTYPICAL EXTERIOR ANGLE DETAIL TYPICAL INTERIOR ANGLE DETAIL
C < W/ SECOND FLOOR DECK
W/ SECOND FLOOR DECK SCALE 1/2' TYPICAL ANGLE DETAIL
o mSCALE 1/2"= 1'
ry v W/ SECOND FLOOR BALCONY
SCALE 1/2"= 1'
"'- _..,� _ '* eh , �^v�a � DAMIEN BUCHANAN SCALE
Jesse W.Jordan FEBRUARY.2020 •t OWED
Da. .� ..NZ — „ , �° W. �. W1-02-202U ATKINSON POINT ROAD LOT 84R
C..E 74. .�; � SURF CITY, N.C. an
lYD1 t,.� /p� �w.ui�n eeiwo.6o.
n,e'.

SITE PLAN
LINE TABLE
LINE BEARING LENGTH Site 0
2
L1 N 56'47'15" E 1.58 0 Qo°�
L2 S 55'41'00" W 20.00
L3 S 34'19'00" E 40.00 ����
L4 5 32'53'21" E 24.07 o et
Note: o
1) 404 Wetland line flagged by
Needham Environmental, Inc.
July 2016.
2) Normal high woter line do VICINITY MAP N.T.S.
T
coastal wetland line staked p
by NCDENR January 2020. Sod S Legend:
3) Any and all developmental o4na, 0 Existing Iron Rod
A Existing Nail
restrictions (Federal, State, S
Local, P.O.A., H.O.A., Deed,
Etc.) must be verified with Og 8A•
the parties responsible for o �e("1,
O)'
7
enforcing those restrictions 6 6>
prior to any design or `r,pti9 `
construction. 'o �9
4) Zoning District MHS rn Oe^y0fe^`S6'
m !% •!, L1 i\ / _
� �e
— —
IN Lot 84R
12,749 s.f. n
ri S
— I Coastal Watl N cq, In
N `o
�-. ine and 11 41 N iri .:
Q. n °fN� Or� (24
3O' CAMA Wetlands<ine\ w 43,y
Buffer -� \\ o �0
Lot 86 Lot 85 •
2 5,IICon ilea k redi wed 04 a�
�,,, C7 7ogd Lot 82R
Atkinson Point 0 v+/ \ ,�,; Atkinson Point
MB 4 Pg 102 e.5,y a• / o I=M to MB 36 Pg 136
I__ 75_AEc 3 /ao3� $ I o
Line _-_
O\� ai i32.5'I
O �25.0' � J
-0YV '. 'D
L2
in a:._`a., QM in� so q.�'.n� To
wn of
z cv ; ,a .::Y. csicn J Surf City
15' Fro-t::< DB 4625
L — — — — Setback.`..:..{® 4 Pg 1025 I — — — —
I. S 55'41'00" W
JI I 24.0' 50.00'
A f Edge of Povement
Atkinson Point Road
( 50' Public R/W )
Scale: 1"= 40'
40' 20' 0' 40'
SITE PLAN FOR: I, Paul D. Talbot, do certify that V
this actual survey and map was �...."%%%%nuR"��,, Z
Damien Buchanan performed and drawn under my �.s`�SN•••••-••..�(1,,,
Atkinson Point Road supervision in accordance with 20 ofESs/py'i.;:% N Z
Lot 84R "The Standards of Practice for ; !a CA 0
Atkinson Point Subdivision Land Surveying In North Carolina"_ i SEAL I _ uj N f'-
witness my original signature, E ' L_4099 ' _ C�
Surf City Township, Pender County, NC license number and seal. `•r" yae;` Z
/� ro suave:',. W
Date: January 14, 2020 72.4 -'%,�Aq .. �,' U >_. -
Survey Reference: Paul D. Talbot, P.LS. L-4099 cc
Deed Book 4617 Page 1142 Map Book 3..E Page 1 Talbot Land Surveying, P.C. a
This property is located 170 Lafayette Street
within a Special Flood Hazard Area. Wilmington, North Carolina 28411 .f
Firm License C-2722
. .. ---- .. .. ---- -.. _. - -• --- -

•
Receipts for
Certified Mail
(Staple Here)
3 Is(z,,
Date
ANI-4/AEI p_ 4/1A-/71C/'I
Adc-jacent Prlrty C C)/I 4 f (
ailin Address
�n k me 21.1-/3
City,State,Zip Code
Dear Adjacent Property:
This letter is to inform you that I, / 26-14"'f"Pj have applied for a CAMA Minor
q Property Owner
Permit on my property at 19,/p, 1J&t 47(" ,000ip,7- sik L 6/1z ,in Pender/Onslow
Property Address
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s)as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objection form. If you have any questions or comments about my proposed project, please
contact me at 9lD 33 u-77? / ,or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit
them to:
Jason Dail, Field Representative
NC Division of Coastal Management
Town of Surf City Local Permit Program
127 Cardinal Drive Extension
Wilmington, NC 28405
Sincerely,
3c1
Property Owner
24. Vf5u2 `7-o4 446.E h
ailing Address I
iQ-/N/1 I k / /v� Z 173
City,State,Zip Code
RECEIVED
MAY 2 0 2020
DCM WILMINGTON, NC

. . •os a ervice
CERTIFIED MAIL° RECEIPT
r Domestic Mail Only
U
T1 For delivery information,visit our website at www.usps.com
DURt .., 1 JS%ib
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re
fit( / c_c_ Cac-5 Pc?.
Ci State,Z/P+4e
,4 a tVc 277 13

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w
Receipts for
Certified Mail
(Staple Here)
ate 7�
v✓09- Jrah �� �29ss
Adjacent Pro_Aerty( finer
2-2„1 ) /4hmvr3 ucl ,
M✓/ nailiAIA Address
GTIi� !✓ L� 2 �11
City, State,Zip Code
Dear Adjacent Property:
This letter is to inform you that I / 1¢�'`� �" "�
have applied for a CAMA Minor
Property Owner /'
Permit on my property at l g �yl lr�n! t4ir Jii0fin Pender/Onslow
Property Address
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s)as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objection form.If you have any questions or comments about my proposed project,please
contact me at 9i°.'3 -7 77 ,or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit
them to:
Jason Dail,Field Representative
NC Division of Coastal Management
Town of Surf City Local Permit Program
127 Cardinal Drive Extension
Wilmington,NC 28405
Sincerely,
fc-13e_ei„.----L___
perty Owner
L 2 1/il Atl4 i#7, AA-1
Mailing Address
s 14, , / ti(i 2 q Yy.3
City, State,Zip Code
RECEIVED
MAY 2 0 2020
.1/1" tail. IIIIIl1T/1I1 \ION

I. . •os a ervice
CERTIFIED MAIL° RECEIPT, •
Domestic Mail Only
9
Tl For delivery information,visit our website at www.usps.comw.
WIer N A Li
Certified Mail Fee $3 55 0443
rl Extra Services&Fees(check box,add fee ram: l ate) 03
❑Return Receipt(hardcopy) $ U VVVV
❑Return Receipt(electronic) $ $0.00 Postmark
7 ❑Certified Mall Restricted Delivery $ $0.00 Here
❑Adutt Signature Required $ $0.00
Adult Signature Restricted Delivery$
Postage $0.85
$ 05/15/2020
j Total Postage and Flees 40
1
r Sent o
Street andApt.Ne„gr?O box fro. 04--
iNLe,Z/P+4b� 2_l 4 t%
w., n

.eranea man service proviues me renewing°enerlrs:
A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail
A unique identifier for your mailpiece. associate for assistance.To receive a duplicate
Electronic verification oil dr. very or attempted return receipt for no additional fee,present this
delivery. USPS®-postmarked Certified Mail receipt to the
A record of delivery(including the recipient's retail associate.
signature)that is retained by the Postal Service"' -Restricted delivery service,which provides
for a specified period. delivery to the addressee specified by name,or
to the addressee's authorized agent
nportant Reminders: -Adult signature service,which requires the
You may purchase Certified Mail service with signee to be at least 21 years of age(not
First-Class Mail®,First-Class Package Service®, available at retail).
or Priority Mail®service. -Adult signature restricted delivery service,whicr
Certified Mail service is not available for requires the signee to be at least 21 years of agl
international mail. and provides delivery to the addressee specified
Insurance coverage Is not available for purchase by name,or to the addressee's authorized agent
with Certified Mail service.However,the purchase (not available at retail).
of Certified Mail service does not change the •To ensure that your Certified Mail receipt Is
insurance coverage automatically included with accepted as legal proof of mailing,it should bear a
certain Priority Mail items. USPS postmark.If you would like a postmark on
For an additional fee,and with a proper this Certified Mail receipt,please present your
endorsement on the mailpiece,you may request Certified Mail Item at a Post Office"for
the following services: postmarking.If you don't need a postmark on this
-Return receipt service,which provides a record Certified Mall receipt,detach the barcoded portion
of delivery(Including the recipient's signature). of this label,affix it to the mailpiece,apply
You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.
electronic version.For a hardcopy return receipt,
complete PS Form 3811,Domestic Return
Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records.

lillil NC Division of Coastal Management 1018 4 A B
Cashier's Official Receipt -46C_ '
Date: 20
qe.1\-MVAAN-- 00
Received From: $ �,
Permit No.: Check No.: I17 (
pj
--9
Applicant's Name: FlAry,1,A41/ .4p. A.ounty:
4\\i-J
Project Address: M.1°\
Please retain receipt for your records as proof of payment for permit issued.
Signature of Agent or Applicant: Date: /
Signature of Field Representati • Date:

Date Date Check From Name of Vendor Check Check Permit Rct,
Received Deposited Permit Holder Number amount Number/Comments
5/26/2020 5/26/2020 Damien Buchanan same Dogwood 1121 $100.00 minor fee,499 atkinson pt rd, surf JD rct.
State Bank city pnco 10184