SC_15-10_ Anderson

Issued by WiRO SC15-10
North Topsail Beach Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina,Department of Environment,
and Natural Resources 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 Mary P. Anderson authorizing development in the Ocean Hazard (AEC) at 2310 S. Shore Drive, in Surf City,
Pender County as requested in the permittee's application, received by DCM on April 29, 2015. This permit, issued on
June 18, 2015, is subject to compliance with the application and drawing dated and received by DCM on june 11, 2015
(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:A deck addition (uncovered), horizontal above ground retaining wall and beach access walkway.
(1) All proposed development and associated construction must be done in accordance with the permitted survey drawing
dated received by DCM on June 11, 2015.
(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, and/or land use activities will require re-evaluation and
modification of this permit.
(4) 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)
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 0
this permit,require further written permit approval.All work must cease when this Jason Dail �-
permit expires on: CAMA LOCAL PERMIT OFFICIAL
December 31,2018 127 Cardinal Drive Extension cal _
Wilmington N 84 5-3845 z
In issuing this permit it is agreed that this project is consistent with the local Land o, -4 n
Use Plan and all applicable ordinances. This permit may not be transferred to c-n
another party without the written approval of the Division of Coastal
AAananomont

I Name: Mary P.Anderson
+ Minotl'ermit#SC15-10
Date: June 18,2015
Page 2 of 3
(5) The permittee is required to contact the Local Permit Officer [phone], shortly before he/she plans to begin
construction to arrange a setback measurement that will be effective for sixty (60) days barring a major shoreline
change. Construction must begin within sixty (60) days of the determination or the measurement is void and must
be redone.
(6) Any structure(s) constructed within the Ocean Hazard area 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.
(7) With exception of the proposed structural access walkway, horizontal retaining wall and decking, all other
structure(s) must be set back a minimum of 60 feet from the First Line of Stable Natural Vegetation (FLSNV), as
determined by the DCM,the LPO, or other assigned agent of the DCM.
(8) Any decking located within 60 feet from the FLSNV shall not exceed a combined footprint of 500 sq. ft. and shall be
structurally independent of the residential or primary structure. The deck(s) may be cosmetically attached, but shall
remain free standing as a single unit.
(9) The vertical pilings used to construct the authorized retaining wall may be 4" x 4" or smaller in diameter. Horizontal
boards may be attached to the existing house pilings and/or 4" x 4" post. No portion of the authorized retaining wall
shall extend below grade and no pilings larger than 4"x 4"are authorized under this permit.
(10)All buildings must be elevated on pilings with a diameter of at least 8 inches in diameter if round, or 8 inches to a
side if square; and the first floor level of the sills and joists must meet the 100-year flood level elevation.
(11)All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structure.
(12)Secondary dune disturbances will be allowed only to the extent necessary for development and if the dune's
protective value is not weakened or reduced. Disturbed dune areas will be immediately stabilized. This permit does
not allow for any disturbance and/or alteration to the frontal dune.
(13)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 vegetatatively stabilized (planted and
mulched)within 14 days of construction completion.
(14)Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by
changes in shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time
when it becomes imminently threatened, and in any case upon its collapse or subsidence. However, if natural
shoreline recovery or beach renourishment takes place within two years of the time the structure becomes
imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or
dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary
protective measures allowed under CRC rules.
(15)Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party. c
<�
SIGNATURE: ATE: 6
MITT z�
��:�_ i /g-, /7/2/S z

Locality (/ 7"` _ Permit Number SC.,, a r
Ocean Hazard. Estuarine Shoreline ORW Shoreline Public Trust Shofeiine' Other"
(For official use only),
GENERAL INFORMATION
LAND OWNER, �
Name WAlA >' ,Z QS OA/
Address A-P oN �Gi'4e
City EA.'?A7 State /f (_ ZipzZ7609 Phone 9/7- 78/— ��o2lp
Email /ll WPAQA/D 4.s "v @o G/wAt/G • er
AUTHORIZED AGENT /��/
Name 1 / • % 1/l/ /`-�'i 46e, So V
Address �,:7ZS,�i4-CQA/
City RA .5/ State /1,/( Zip,274 09 Phone otq -78/- a8OZ
Email /VI tIVP4,j2ico, _C ( '4/G ' C"74
LOCATION OF PROJECT:(Address,street name and/or directions to site. If not oceanfront,what is the name of the
adjacent waterbody.)23/O S.S,yc,QG L 4, St/,Qr C/Ty, N e a-e
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) SFr iptgAiewtiL°s
SIZE OF LOT/PARCEL: 6&% .& square feet 0- /5 acres
PROPOSED USE: Residential ►n (Single-family 0 Multi-family ❑ ) Commercial/Industrial ❑ Other ❑
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
(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: 9e 'square feet(includes the area of the roof/drip line 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 Stormwater
Management Permit issued by the NC Division of Water Quality?
YES NO
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet.
RECEIVED
0CM WILMINGTON, NC

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 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)
X an owner or recor title,Title is vested in/Ijd4 y P�N ,es pN ,see Deed Book �f5'/3
page 20 in the /6^/Q�R. 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 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) 4 .4-42y 7reeA-ePf 2b z77i,.c '4r ry, #0,g.g5/.5 Fo.1 2300 6..573/
(2), 4 ie4r Q. AvAis i 3I V/� ,fPI.v A/C a8 Cod /=-a a3 ,2 s-s
L-�, 1� �LJ � l zie
(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 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 3 day of AC ,20
Lan own r perso u on o act as • er ent for purpose of filing a CAMA permit application
This app:cation includes: eneral in rmation( is form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check for$100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued Deviation from these details will constitute a violation of
any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
RECEIVED
11C'A A IAl11 A AI,.I/1TP161 Aln

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Applying for Permit: M/ey �itl,8-- So�/
Mailing address:
C a.7&0 9
Phone Number: WC/- 7g/- 082(p
I certify that I have authorized 44.!% i /A/�/�rt($��SDit/
Agent/Contractor
to act on my behalf, for the purpose of applying and obtaining all CAMA permits
necessary for the proposed development of / E4/o'Q 4V-0
T�Pi 0� /44P/'o v -x4 T�
at my property located at c 3 /0S'.S74 7,qe1-ie
in n _ County.
This certification is valid through 30, Z0/5
Date
(Property Owner Information)
S nat e
/14A4.y P /4N ScA/
Print or Type Name
0 wAP
Ti e
ate
9/q- 78/- CsOcZ ;
Phone Number
�f WPANA �QSO e► C IV4/L• C 0,11 RECEIVED
Email Address DCM WILMINGTON, NC •

AT7A,
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory, Donald R. van der Vaart
Governor Secretary
June 18, 2015
•
Mary P. Anderson
628 Macon Place
Raleigh, NC 27909
Dear Ms. Anderson:
•
Attached is CAMA Minor Development Permit# SC 15-10 for work to be done at 2310 S. Shore Drive, in Surf
City, Pender County.
In order to validate this permit, please sign both copies of the permit as indicated for our records. Please retain
the gold copy for your files and sign front and back pages of the white copy then return 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,
Shaun K. Simpson
Permit Support Technician
Enclosures
Cc: WiRO files
N.C.Division of Coastal Management

CAMA PERMIT
APPLIED FOR
PROJECT: Applicant proposes to make
� s
• II • I • i
- - - - _
Shore Drive, adjacent to the Atlantic Ocean,
in Surf City, Pender County
COMMENTS ACCEPTED THROUGH June 18, 2015
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Mary P. Anderson NC Div- of Coastal Management
628 Macon Place 127 Cardinal Dr_ Ext.
Raleigh, NC 27609 Wilmi gton, NC 28405
Jason Dail, Field Representative
910-796-7221

Anderson Project (Wholly Mackerel)
2310 South Shore Drive
Surf City, NC 28445
April 23, 2015
Attachment describing size of building footprint
Survey of property dated December 22, 2014 shows building dimension of
24.4 ft. x 34.6 ft.
Adding 1 ft all around the perimeter for roof/drip line gives dimension of 26.4 ft. x
36.6 ft. or 966.24 sq. ft.
RECEIVED
DCM WILMINGTON, NC

0' 30' 60' 90'
ATLANTIC OCEAN
NE gm — soi
SITE
T
L S SHORE DR N
2" g
0) ATLANTIC OCEAN W U
Cb
4' VICINITY MAP NO SCALE
_--_ --� S 6O'32'42" W
NMP--- � 49.98' ---------
AT APPROXIMATE z NMP
HIGH WATER LINE LOT 5od
T APPROXIMATE
In BLOCK "A" coN HIGH WATER LINE
W MB 9 G 91 v!
o 6648.6 SQ. FT.
i,, 0.15 ACRES
cn 4:
' — ----- TOE OF DUNE
[
STAIRS m -
LOT 4 WOOD WALK _ __,� TOP OF DUNE
- - LOT 6
BLOCK "A" SIS O BLOCK "A"
MB 9 G 91 O SIS MB 9 G 91
WOOD W 15._1 -_2 -- 14.fi'_4� TOE OF DUNE
DECK -- CA
•-' 1 STORY 4!:o
' PILINGS + o HVAC PLATFORM
STAIRS s.,
WW PP -71 4 2, FIS R/W
FIS W 49.9,4' "
EDGE OF PAVEMEt N 5S018L GO E o 41
DRIVE c.+ a
60' R/W m —N 58'•08'22" E —
_
SOUTH SHORE DRIVE--NC 50 451.86'
SMN I
•
FMN AT C/L
INTERSECTION OF
NC 50 & CUTLASS DR.
CC
NI
2310 SOUTH SHORE DRIVE
PHYSICAL SURVEY
**FLOOD CERTIFICATION** U
THIS IS TO CERTIFY THAT THIS PROPERTY IS
LOCATED IN FLOOD HAZARD ZONE'X' PER
COMMUNITY# 370340 PANEL# 4349J
'1 CERTIFY THAT THIS MAP WAS DRAWN UNDER MY A.L--AREA UGHT FEN--FOUND CONCRETE MONUMENT ***LE NDssa
FMN—FOUND HAG NAIL 'ARA
SUPERVISION ONFROM AN ACTUAL SURVEY MADE UNDER _-_ i.- -UN MBL-MINIMUM BUILDING UNE S COMPUTED
MY SUPERVISION FROM A DEED RECORDED IN DEED '1' •a-UNE nFl FpODUNN�D IRON SPIPE NMP--NON MONUMENTED POINT BY COORDINATES
BODK.2GG8_PAGE311 OR OTHER REFERENCE SOUR C--CONCRETE pa--F�UN PK NNL OHEL--OVERHEAD ELECTRIC UNE SMN--SET MAG NAIL
RR 9 PG 91 ); THAT THE BOU1!-i-I. NOT SURVEYED •1. Ug7EppKPOINT LP_LIGHT �/�-PP P � K--SET PK NAIL
�ESTAL
ARE INDICATED AS ORA TION IN --''.-NNAGE&UTILITY EMASAEPM T SS--SAKE _� 1xk
BOOKN/�—PA, N •, > ,.ij- SOURCE
N//A )- THA v + .•':":;,;,; ', ' SURVEY FOR: MARY ANDERSON
P09TIONAL ACCU' ,may;,:h.. - •S' THIS
MAP MEETS THE
OF PRACTICE Ftr ,•'' G ..j'y BUCCANEER BEACH
CAROUNA(21 -.•').'THIS 144, SUBDIVISION:
SEAL 5 A N/A GAIRY CANADY SURVEYING
r L-2904 LOT t BLOCK: SECTION:
7 P.O. BOX: 915
ON
PENDER 2780 KINSTON HIGHWAY
�.1 '��f� COUNTY TOPSAIL TOWNSHIP RICHLANDS NC 28574
OFFICE:[phone]
i 1' rFB PG1� FAX: [phone]
DATE:12/22/14 SCALE: 1'..30' 256
ti�.� � Sp�7HqN MOBILE:( 10))389-8460
GAIRY I. CANADY P CADFILE; ANDERSONMARY DWG. 310—I§8891IOnadyCggmaIl.com C E i V E D
0CM viILMINGTON, NI

-LEGEND-
1. This plot plan is of an -LEGEND- Q�e
existing parcel of land. EIR-Existing Iron Rod OHO �s
2. Subject to restrictive EIP-Existing Iron Pipe GQ.N. S v '
covenants,easements of CP-Calculated Point ,o6
record,zoning ordinance,& R/W-Right-of-Way /, g •
underground utilities,if any. MBL-Minimum Building UnevJ/
SITE
3. No title search by surveyor.
4. References;MB 9,PG 91
Deed Book 4513,Page 200 VICINITY MAP: NTS
C_ K "T'1 5.CFommunity Panel#370186 4224 J R/W '
s "1!
Z ` mJ 6. Zone-R5-Surf City
r " Setbacks:
Bj `J Front-15'
1...► Z
III'II Side-7.5'
Rear-20'
No C S. SHORE DRIVE
Icr1 0 m 60' PUBLIC RIGHT-❑F-WAY
Z
C) '
N51'38'47'E 50,00' N51'38'47'E 50.00' _ S50'36'09'W 50.10' R/W
EIP EIR EIR (TIE ONLY) EIR
6D'-CARA 1E11FACR
EXISTING IX'
AT PARKING ( (AVE TO
LOOATItR BELOW UI REMAIN
RESIDENCE, mu IS' MBL W UNCHANGED
APPROX.624SF Cr CO
GRAVEL TO BE Z OD
IN-PLACE to EXISTING PROPOSED
k�
CO RESIDENCE al' :; PERVIOUS 33'47.5'
ti OUTDOOR SHOWER
PROPOSED 4'Hx30'L % Ili BENCH
RETAINING WALL TO BE '-' 1�
INSTALLER REFER TO (J - W
ENGINEERED PLANS. r
1 PT EXISTING WALKWAY TO BE
EIR, i j
REMOVED L REPLACES PROSED
'0' 4'VIDE WALKWAY SHALL HAVE
PROPED Yz30' THE FLOOR ELEVATION MATCH TH_UNCOVERED DECKEIR PROPOSED DECK ELEVATIONONE AT WALKWAY A PROSED 2'46'
BENCH TO HE INSTALLED.
BUCANEER BEACH '=.
FLSV JAD 05/14/15 , o BUCANEER BEACH
BLOCK A, LOT 4
BLOCK A, LOT 6 DEED BOOK 1618, PAGE 267
DEED BOOK 1618, PAGE 267 -`D `"• LOT 5 ' m PLAT BOOK 9, PAGE 91
PLAT BOOK 9, PAGE 91 �: Irw 0.11 AC ml 'rt.
•
1-
TOE OF DUNE
_ LOT CALCULATIONS
-
CP S51'38'47'W 50,00' CP
TOTAL LOT AREA: 5,000 SQ.FT
0.11 ACRES
EXISTING RESIDENCE
(INCL.12"ROOF OVERHANG):728 SQ.FT
LIS TOTAL IMPERVIOUS AREA:728 SQ.FT. (14.6%)
(TO REMAIN UNCHANGED)
MAX.ALLOWABLE:40%(ROOFED AREA ONLY)
— HIGH WATER LINE I AT PARKING LOCATION:624 SQ.FT
----66�� A (BELOW
RESIDENCE)
PERVIOUS CALCULATIONS:
ATLANTIC OCEAN EXISTING UNCOVERED DECK:271 SQ.FT
PROPOSED UNCOVERED DECK:120 SQ.FT
PROPOSED WALKWAY:66 SQ.FT
TOTAL PERVIOUS COVERAGE:457 SQ.FT
(EXISTING&PROPOSED)
NORTH CAROLINA
PENDER COUNTY
I,WESTON LYALL,PROFESSIONAL LAND SURVEYOR NUMBER 30 15 0 30 60
L4438,CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE
UNDER MY SUPERVISION FROM (DEED BOOK 4513,PAGE GRAPHIC SCALE
200)AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM THE SURVEY: CLASS OF SURVEY:B;POSTONAL PRELIMINARY PLOT PLAN FOR
ACCURACY:500 RMS;TYPE OF GPS FIELD PROCEDURE: BUCK
DATUM:NADB3.2007•,NAVD
88;GEOOD MODEL: ANDERSON
GEOID 03;COMBINED GRID FACTOR:0.9999812;UNITS,US
SURVEY FEET;THIS IS A SURVEY OF AN EXISTING PARCEL BLOCK A,LOT 5, S.SHORE
OR PARCELS OF LAND AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET. BUCANEER BEACH
PRELIMINARY PLAT SURF CITY,NC R2:HAY 27,2015
SCALE:1•=30' TOPSAIL TOWNSHIP, PENDER COUNTY RI:MAY 20,2015
NOT FOR RECORDATIONMAY 12,2015
CONVEYANCES OR SALES WESTON LYALL, PE, PLS, PLLC
WESTON LYALL 214 HIGHWAY 17N SUITE 1
45
REGISTRATION NUMBER L-4438 HOLLY-329961 RIDGE,FIRMC LI28CENSE 910.329.9961 LICENSE;fPA837
RTRI inn IRAI R CIVIL ENGINEERING&LAND SURVEYING

-LEGEND-
1. This plot plan is of an -LEGEND- 0��� c�
existing parcel of land. EIR-Existing Iron Rod Tr,
2. Subject to restrictive EIP-Existing Iron Pipe GQ��` $ ��
covenants,easements of CP-Calculated Point ,cE.
record,zoning ordinance,& RAN(-Right-of-Way /, S •
underground utilities,if any. MBL-Minimum Building Linev,//
SITE
3. No title search by surveyor.
4. References;MB 9,PG 91
Deed Book 4513,Page 200 VICINITY MAP: NTS
5. Flood Zone-VE
Community Panel#370186 4224 J R/W
6. Zone-R5-Surf City
Setbacks:
Front-15'
Side-7.5'
Rear-20'
S, SHORE DRIVE
60' PUBLIC RIGHT-❑F-WAY
N51'38'47'E 50.00' N51'38'47'E 50,00' _ S50'36'09'W 50,10' R/V
EIP EIR EIR (TIE ONLY) EIR
6b'0AAA-SETITACR
ni
EXISTING IV
AT PARKING ) EAVE TO
LOCATION BELOW Ln REMAIN
RESIDENCE. 15' MBL C.) UNCHANGED
APPROX.624SF OF CO
GRAVEL TO BE Z CO
IN-PLACE W EXISTING �� 0 PROPOSED
CO RESIDENCE 6'1' .. PERVIOUS 3.5'x7.3'
) N OUTDOOR SHOWER
7 ,�, PROPOSED 4'Hz30'L - D I BENCH
RETAINING WALL 70 BE -,�� _
INSTALLED.REFER TO LI EXISTING D K W
(. - ;�1 ENGINEERED PLANS. £
1 f'l EXISTING WALKWAY TO BE
C. . EIR, i �I
REMOVED L REPLACER PROPOSED
`L 1 7 .0' 4'VIDE WALKWAY SHALL HAVE
g. PROPOSED 4'x30' THE FLIHIR ELEVATION MATCH THE
lj m UNCOVERED DECK PROPOSED DECK ELEVATION
.-. TDP OF DUNE EIR AT WALKWAY A PROPOSED 2'x6'
Z �— BENCH TO BE INSTALLED.
o FLSV JAD 05/14/15 ' o BUCANEER BEACH
IV —I BUCANEER BEACH o BLOCK A, LOT 4
BLOCK A, LOT 6 o DEED BOOK 1618, PAGE 267
z ®ED BOOK 1618, PAGE 267 `D `- LOT 5 m ' PLAT BOOK 9, PAGE 91
ZPLAT BOOK 9, PAGE 91 ;
� r 0,11 AC m r-
0 r
TOE OF DUNE
LOT CALCULATIONS
CP S51'38'47'W 50.00' CP
TOTAL LOT AREA: 5,000 SQ.FT
0.11 ACRES
4 1--L. EXISTING RESIDENCE
(INCL.12"ROOF OVERHANG):728 SQ.FT
TOTAL IMPERVIOUS AREA:728 SQ.FT. (14.6%)
(TO REMAIN UNCHANGED)
MAX.ALLOWABLE:40%(ROOFED AREA ONLY)
GRA— I HIGH WATER LINE (BELOELW
AT IDENING LOCATION:624 SQ.FT
------999��� �� (BELOW RESIDENCE)
PERVIOUS CALCULATIONS:
ATLANTIC OCEAN EXISTING UNCOVERED DECK:271 SQ.FT
PROPOSED UNCOVERED DECK:120 SO.FT
PROPOSED WALKWAY:66 SQ.FT
TOTAL PERVIOUS COVERAGE:457 SQ.FT
(EXISTING&PROPOSED)
NORTH CAROLINA
PENDER COUNTY
I,WESTON LYALL,PROFESSIONAL LAND SURVEYOR NUMBER 30 15 0 30 60
L-4438,CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE
UNDER MY SUPERVISION FROM (DEED BOOK 4513,PAGE GRAPHIC SCALE
200)AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM THE SURVEY: CLASS OF SURVEY:B;POSITIONAL PRELIMINARY PLOT PLAN FOR
ACCURACY:500 RMS;TYPE OF GPS FIELD PROCEDURE:
VRSRTKGPS;DATUM:NAD83'2007',NAVD8B;GEIOD MODEL: BUCK ANDERSON
GEOID 03;COMBINED GRID FACTOR:0.9999812;UNITS:US
SURVEY FEET;THIS IS A SURVEY OF AN EXISTING PARCEL BLOCK A,LOT 5, S.SHORE
OR PARCELS OF LAND AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET. BUCANEER BEACH
PRELIMINARY PLAT SURF CITY,NC R2:MAY 27,2015
SCALE:1'= TOPSAIL TOWNSHIP, PENDER COUNTY R1:MAY 20,2015
NOT FOR RECORDATION MAY,2,2015
CONVEYANCES OR SALES WESTON LYALL, PE, PLS, PLLC
WESTON LYALL 214 HIGHWAY 17N SUITE 1
HOLLY 61RIDGE, C CEN5
REGISTRATION NUMBER L-4438
PHONE:.. —..9.99 FIRM LICENSE#P-0937

EXISTING,� DETAIL N0. 1 - TYPICAL DETAIL NO. 2 - GALVANIZED
% ioo� PILE CONNECTION STEEL STRAPS,
SIRAIGLETO REMAIN NOT TO SCALE 2 BAND THICKNESS,4' WIDTHS SPECIFIED,
s +ass% ' T1Fr,Lf�r HEAM NOT ;0 SCALE
• A ._-- _ ... _ __.. Iu ll li tt 5/8' ➢IR. x IO• 3.5•TYPICAL STRA
C" '�— _--- COELWG TY-1.5' -= GALV. STEEL BOLTS BOLT PAT TERI
--- l ,. (MATCH EXISTING)
i
...! 4"STRAP CONNECTING 3.5•
S
_ 'I! cv i BAND OR GIRDER TO PILE. -''3" tI.
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1111111111110 IIIIIII IIILIII ���lifl�'II l'II�I�1lII'I I c " FIRST FINISHED i "'1'Y'9�A111'9����'1I.I�' I'1III!'Id � � `l -- � STRAP MAY BE OMITTED 6X6 PILE
J iLooR o 9-0' OUTSIDE FACE OF JOINT. NOTE: OTHER BOLT PATTERNS
(MATCH EXISTING) 1, ARE ACCEPTABLE PROVIDED
MIME-- ._-. .. .. Pr WHEN LESS THAN SOE OF THE BOLT HOLE PATTERN
10 1 ip.-f 1 PILE AREA IS NOTCHED. DOES NOT VARY MORE THAN
RET..NAIL. ' 5XD PT
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S 4HEET' NYsaw I DETAIL ND.3- TYPICAL END CORNER
a4" ° lii
FabAroaH RETAINING WALL CROSS SECTION CONNECT raNs
WAIL BEYGNp :1 �� I PUN FOR TYP, ! .),......---..EXISTING C NOT TO SCALE
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S)IRCMG�TH� • OVERHEAD VIEW BAND/GIRDER
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DOLiMEAD ENDS �NUT t Il III<2)-ty x{c srRENGixR2s� v_ j JOISTDETAIL ND. 4 - TYPICAL cALV.BpLrT v' Bars v/HoBUTT JOINT CONNECTIONOGEE VASxERS<Ai GKAi iuiT;EasGIRDER ASSUtE%BRACRNG ,� NUT T 80.TWEAD END)HITTALIED AT PILING WLNG VIT ANGLES Tp TEINSTA 84TS[AD EMD F�L 0' THRO N EA LOX:,NITx 2-S/D•80.TS
DMN B-D' YM10 srP PT THROWN EACH FLANGE
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01/7204-OPASOLLOILL BG,i /xD CAM OI'SIGIRDE�%BAN➢CONNECTION
6X6 SALTWATER 6ALV. VASNERT 6X6 PT PILE
FXPrtStNK Ph ES i IT L 2'STRAPS CONNECTING BAND
BILINEAR END RR •IN BARB BERND
16'MN PILE BEAM 9• ➢R GIRDER TO PILE,PER r, Han'
THEATNN
DEPTH BELOW TYPICAL DETAIL NO.2,ON OUTSIDE t. 1111.H
— GRaLwo WALKWAY DETAIL FACE OF JOINT, STRAP
_
sWRGROu WIiH SIDE VIEW NAY BE RBOTTED WHEN r D NIECES
Mpa 4000 POND S SIDEWALK DETAIL SCALE: NTS 2•M" 2'Ps.LESS THAN 50Y.OF PILE DECK GIRDER TO BE.'XI•XK'-B'Leo VIM
L CAPACITY 6X6 PILE AREA IS NOTCHED -S B•DOLTS n40115 EACH
SCALE: NTS T O.C.MAXIMUM �- FLANGE
CROSS SECTION VIEW FINISHED
TOP IKEW CUT AWAY NEW THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN
$ SIDEWALK DETAIL T IS THE RESPONSIBILITY ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
ISCALE: NTS OF THE CONTRACTOR 6 x 6 PT PILE ,,,sBu+Xq+y LYALL, PE, PLS, PLLC. ANY PARTY THAT TAKES PART ID
AND/OR BUILDER TO oa 1 - `,• `` 4� nooINC SO IS IN V!01 ATION ITT POPYRICHT I AWS
1/Z'GALE BOLTS CONFORM TO ALL r .7. ° ; �<iA-.� WESTON LYALL, PE, PLS, PLLC
W/FLAT WASHERS STANDARDS, PROVISIONS, r�111� i� S 0 ." WESTON LYALL. PE, PLS, PLLI
REQUIREMENTS, METHODS OF 1 :Z. 4 IS
_ ANDERSON RESIDENCE 214 US HIGHWAY 17N. SUITE
CONSTRUCTION AND USES 13'MA%. '11��"� - J 2310 S. SHORE DRIVE HOLLY RIDGE, NC. 28445
+-16a NAILS OF MATERIALS PROVIDED IN /i �I�I, 2SR PT L'IROER Iw� 21,1 t5 SURF CITY, NC PHONE: [phone]
lu'I BUILDINGS AND/OR I;•.i :;,, ,yQ� f'IRM /P-0937
+ STRUCTURES AS REQUIRED 6X6 PT AP SPLICE FhQ>!Nt`` V: PROPOSED ELEVATIONS & STRUCTURAL E CIVL
4-16d NNLS s-� O%6 DECKING IIGHT.O
!"`� BUILDINGP051' (SEE DETAIL) � ��♦` ENGINEERING&
Abk LAP SPLICE DETAIL ' C�•Y ALL OR SNUGGED wi. I�'�' "Ta�� ,,,. DETAILS LAND SURVEYING
SE Tea GALA. TOP FRAME VIEW +.
SCALE: NONE ' .'I.171 K� _ I TO NMNY DE TWO NAILS NG-SHAAN HAIL �] SIDEWALK DETAIL "+BULeeL`'
C TR4uI F'yt NOR EACH BOARD INro \_ DRAWN BY: FILENAME: SHEET:
JOIST T SCALE: NTS DATE: 3/23/2015 CP ANDERSON.dw 1 OF
; ^ 1 17.015

TYPICAL SHEARWALL 1 `' STAIRS TO
SPECIFICATIONS , LIBEACH
PILE LEGEND
SCALE:NTS I • 1.1(12)PROPOSED 6X6 PT PILES OATH 16'MIN. �-{'---.�...-... -- 26•--
PENETRATION(TO BE VERIFIED BY LOCAL 1
-....--"—- OFFICIAL)AND MIN.4,000 LB5 CAPACITY(TYP.) --
Lxs NC SHEAR WALL LEGEND _i T k-21To PTA FIELD ADJUST 6A6
u nH>v (5)PE TRATION0 T%R PT PILES ALL O'ATI p4OER PRE SPACING TO
- PENETRATION AT RETAINING WALL LOCATION,REFER '•., ! ACCOMMODATE
Du... I TO DETAIL ON SHEET 1 FOR CROSS SECTION.SEE ( HOSTING DONE
SINGLE PLY SHEAR WALL iAs51ME LOCATON MAMTAN (OCEAN SIDE)
SHOWER-O I T- FOUNDATION PLAN FOR PILE SPACING tl
I BE SUMS
< i PROPOSEDPILE SPACING IS
c
.�;.o : N WALKWAY EXISTING 848 OR 6A6 PILES TO REMAIN,SHOWN e'0-o.c.
RELOCATED, KAM TO .•.•.•DOUBLE PLY SHEAR WALL -' '
R[ACN ,,.. -,j W ELEVATION TO FOR REFERENCE PURPOSES ONLY, 17
Mww—p WAR WNI�ffRiFATKWA` -I o [MATCH EnSPNG -
1)- PANELS MAY BE NSTAutD.TN FACE WAN OTHER
= W es " -- "Cp DE EpROER TO F F .a sw 2 PROPOSED FOUNDATION P
wain,OEW I
vagzEo
LOCATION
MN
PARALLEL OR PERPENdMAR TO STUDS. c / SCALE: 1 8=1 -0
2)- PANELS SHALL BE 7/le'YIIMUu TKCKNE55 0 Vm I NWSE SHALL BC A.a.T i e" :FLOOR JOST
g i Rou wM 2-5/6'B0.T5 •• , ; O Te'D C
II- NM_SPACNG SHALL BE 01 AT Y ON CENTER ALONG I TTO p°CETAIL ON SHEET I.M.FERTCAL EDGES OF PANEL AND 6-AT NTERMEDIATE VERTICAL -/�'WMXMAY A STARS (OCEAN SIDE) 7
_-
FRAMING. TO BEAD AT DECKS/PORGNEs,
4)- HORIZONTAL NAIL SPACING Al DOUBLE TOP PLATES. ,_t' �' II'l1 I DOUBLE BOTTOM PLATES,BAND JOISTS-AND ORDERS SHALL ��'_6"-. I ( '- J ().• .. ^T"'•---".'i Lt'`1"
I f BE A DOODLE ROW OF AA STAGGERED AT 3'ON CENTER. --R----- L..,.____-.__ __ ...'. ..... I ( Q T' p-2.f0 Pr ORDER A'
III 3)- PANELS SHALL E%TEND 12-BEYOND COMSTT800T N ..- -_ --, r' �..-.
JOINTS AND SHALL OVERLAP GIRDERS THEIR NAL DEPM-
OCEAN SIDE) -ill
PROPOSED ONC01ERE0 DECK I - c4"._ l
( 6)- 0.0OTING SHALL BE REOU RED A,ALL JOINTS E O 2-2+T0 Pr pgOEq
•
W4AWMG IS USED o RESIST u.LE- ..R.. 1 30.0"K4'0" PROPOS•3 C! e y a n
T ----- - .
UNCOVERED DECK 0 WOOER E7051WO ONCOKREO DERX(TO REMAIN) PERGOLA.Y _.- '`l APPROX.�ATION OFF E%ISTNG PILE
240 R6'0. LOGWOI 24'0"260" }x cS �G'A FOUNDATION BELOW APPROX. TOE OF
I _7�1— -. _.. _ __. ___ -1�i H, .-�` T1000 RE L cot WALL. DECK TO REMAIN DUNE LOCATION
___ -_.._. (( _ ... -30 _-__ .(1 O SEE DETAIL ON SHEET
_. O
___ zNTw zdaE..•" "o zeAo.n £' i.-. __ }N �. .�, ..
1 -A T BEAM RELgYE 3-2e40 .....
I BLOCKING snips Poo 2r EACH
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NON
-I rl END.SAeQpF CONTAIU0u5H 6086 PLACE
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1}- 0°M 1 - 1 DOUBLE PLY SHEARRA_L ,O
1 O. 23'a•e7'2- PROPOSER I _
; ,y" I
-� ZO'D".7Y-,yySEE ON tw5 SNE SNEAPWALL�ECS I V �� Wa RESIDENCE TO REMAIN
x '"' 8068'SLIDER W• NIFS/ST .` ...-.....-.y-8" --_3'-OPOING - -� 1 F Tn 25 TnaR
L
_ EXI
N. N +-A.•_.-, 2-�.HS SYP WR.BEN[ _ .• DA.
(` FOUN BELOW -II
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• .. ilHR /-107 � " I 'i'-.IWO MOM D.-.-4 cON TANJ0Vs 9'-e'. lt� 12'-1" ,1•_,t'-
'; 1 NS,N i. ___16•-.2'Y_. _ 1 - .'D I WM MIN.2 2.a STUDS AT 1 I"^ 'I. LN`CIp 2
O N 1 E EACH END OF BENTS AS TO
. I'-1 �� j
• w u in -1 ___ ..__ .I io CONTINUOUS� Nc TOUNDATION 3,.. Z r.I UMW ROM 0 4- .. - 1
:, T; 1atCntr g„[00 7•I �n 2 I _ _ _...ig-8" ....i._.3•_. ; ..,Os i•i -_.k _... _....._..A
I In
y n tg�' L_. r. WTES
A e-1 1 O$ 1 ` MOOT 1 .-ALL ONENSIOHNS ARE t0 BE KNDED BY OWNER/Cd1RAClp1 PIITOIA TO CPSTIAlC1TON MIME
LINING NOON I �.�yy. NO NTS OW MINS AS ARMED.
h „ I p ia4"ITTY :I .. n 2-01s DESKN IS 9TE ST.ECEIC.
M, �1. yW 11 1-ONLY USE MATERIALS BELOW FL000 V 0.AT ARE EITHER TREATED dI MDSMK RESSTANT.
g § R O � { +-11�y UNDO"SEES AND RE THE LOCATION BY OWNER/CONTRACTOR R RGN ID CONSTRUCT/ON
I 2888 n W --.:• 7"-3' 7 Y - 17 IT RESPORSOLIFI OF THE CONTRACTOR AW/OR IMDER TO Cow-com To ALL STAWAROs
' I e { (-S`N T M MC MOW S CODE. AS2 ALL DIMENSIONS PRIOR TO S'SARE
CONSTRUCTION
_ i-7• T - _ 1 h LUMBER 5 SPECIFIED PS SYP,AT 19f M0511MC LK'S °ESKNED NM Fy2950 PSI AW
Iy 1\ T•
t
- ', ' 1[ I.,' ' 7-TEDEMNS BY SMPSON.
I R06P1 N I ORwL 'I I " TI 8-ALL RALLS SHALL BE 4 UNLESS NOTED OMERTISC
r
......- - - 9-ALL HEADERS SHALL BE 2-2.10 N A WALLS NEARER HEIGHTS SHAH.BE 88 UNLESS NOTED
i OTNEASSE
"-' _.— I / I ,I __.., - TO-A55TNE CONTINUOUS BLOCKING TO FOUNDATION
e 1D `P %
N BEDROOM n � �, ) BEdHOCu R I (V 1l BEDROOM n l KRWOd! `1 11-NSULAIE SHALL MEET CURRENT COOS.
9'0'alt'6' � Y10-.1I'6- `N i e'O'.11.6• _ Y10'tR1'6" +•V , 12-MESE PLANS SHOW A PROPOSED FLOOR LAM/VREu00EL ANC)MOTION Foot AN EnsIING
....._...__ BATHROOM/ ..._._ I BATHROOM/M STRUCTURE.
•
• U610 Row,-m 8 U1R1TY 8 g i I T3-FRLD SCRIM ME ROOF/CEILING HAS ADEWAIE SUPPORT LL BEARING.
6'10-.T'e- 8 - s .8 Ill RECEW,a THEY PLAOS BY OWWER/CONigACTTJT AND ALL ETHERS MASS RFOCE INCY ACCEPT 6
�"' ' \\ i T ISRAM N E3ERY WAY TO%CpNRECi.ANv dSRJTE OR C011RECnp1 WSi eE AWgE55E0 PRIOR 1
o•Ars'
•
1.__ __ __ pert 1 1 y 1� 1 IS-
--CONTRACTOR TO VERIh AOE0IA YE BEING FOR CEANG JOI5i5 AND ROOF WERE ER50NG NALLS
"28i0-" 1 1 I + I _.�_- 41 2040 TO BE REMOTER A NEW BEAMS ME INSTALLED.VERIfY NTH CHOICER WIN ANY DISCREPANCIES.
7 T6-OOINER//CO ACTOR TO HORNY PNOR TO CONSTRUCTION M AND MI FERIA.CANA A STATE
i S' R' STANDARD WINDOW 6' b" LET.
TOTHE INTENT
17-THE
CS PROPOSED Y1000 RETNNING WALL TS TO PRESERVE THE EIrtS, SANKWG SA DUNE B
1-.
AND DOOR NOTATION -__ HE DOSE.
EXISTING FLOOR PLAN (ROAD SIDE) 2630: 2'6" WOE Rz 3 zs ,s SHEET 2 ONLY .11l11111, WESTON LYALL, PE, PLS, PLLC
STRUCTURAL LOADS: / / A A6 II
SCALE: 1/8"=1`-0" FLOOR DEAD LOAD-20 PSF 3b" TALL Rt? 3/24/15 SHEET 2 ONLY `A` Q. A
S8'-0" CEILING HT. FLOOR uK LOAD-+D PSF 2868: 2'8" WIDE �</ WESTON LYALL,PE,PLS,PLL(
MT.WALL DEAD LOAD-B PSF �'"��•'�'•.,y�' ANDERSON RESIDENCE 214 US HIGHWAY 17N. SUITE
EXT.WALL DEAD LOAD-10 PSF 6 B" TALL PROPOSED FLOOR PLAN '0 It. I �.1 - 2310 S. SHORE DRIVE HOLLY RIDGE, NC. 28445
ROOF LIVE LOAD-20 PSF 111'^- SURF CITY, NC
ROOF DEAD LOAD-20 PSF SCALE: 1/8"=1`-0. Z.•- t. PHONE: [phone]
ONO-130 MPH ASCE 7-05 EXP.0 B`-0" CEILING HT. - .,�� = = FIRM #P-0937
IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO - 27 L EXISTING & PROPOSED STRUCTURAL B GVIL
S FLOOR PLANS & PROPOSED
CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN •' �'( �� ENGINEERING&
OF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON iyQ`/: FOUNDATION PLAN LAND SURVEYING
AND/OR STRUG1DPe'rP/3�RRf8U+FZE(}.iY.,�,,L�RRENT N.C. BUILDING LYALL, PE, PLS, PLLC. ANY PARTY THAT TAKES PART IN ,��i,�•� „sA I DRAWN BY FILENAME: I SHEET:
CODE. VERIFY AL- E CONSTRUCTION. TIDING SO IS IN VIOL ATION OF COPYRIGHT I ANDS AAAFA 6AAA DATE: 3/23/20151 GP ANDERSON.dw 2 OF
PN,''',A n ' MINGTON, NC
JUN 1 1 2015

Dail, Jason
From: Dail, Jason
Sent: Monday, May 04, 2015 10:25 AM
To: '[e-mail]'
Subject: CAMA Minor development permit application -Additional Information requested -2310 S.
Shore Drive
RE: INCOMPLETE APPLICATION -ADDITIONAL INFORMATION REQUIRED—Mary P.Anderson
APPLICATION NUMBER—SC15-09
PROJECT ADDRESS—2310 S. Shore Drive,Surf City, NC
•
Dear Mr. and Mrs.Anderson:
The Division of Coastal Management's Wilmington Regional office received a CAMA Minor Permit application from you
on April 29, 2015 requesting approval for development activities at 2310 S. Shore Drive,Surf City, NC. In reviewing your
application, we have discovered that additional information is needed to complete the review process.Accordingly, I am
requesting that you submit the following additional information to this office:
1) On the site plan drawing (or survey by Gairy Canady dated 12/22/14), please show the location of the First
Line of Stable Natural Vegetation (FLSNV) as located by the Division of Coastal Management (DCM) staff on 1/27/15. In
addition, please show the corresponding 60' minimum setback as measured from the FLSNV.Also,the site plan should
depict all proposed and existing development,and provide dimensions for each development activity.
In accordance with the Department of Environment and Natural Resources regulations, we note that the
application, as submitted on April 29, 2015, is incomplete for processing. Upon resubmission of a complete application,
a local decision will be made in 25 days, provided this period is not extended as provided by law. Please contact me at
910-796-7221 if you have any questions.
Thank you and take care.
Sincerely,
Jason Dail

Anderson House (Wholly Mackerel)
2310 South Shore Drive
Surf City, NC 28445
April 23, 2015
DESCRIPTION OF PROJECT
1. Placing gravel on driveway, under house, and under outdoor shower to prevent
erosion
2. Construction of 4 ft. high retaining wall under the house to contain/protect existing
dune
3. Extension of existing deck from 6 ft. x 30 ft. to 10 ft. x 30 ft. on the ocean side
4. Construction of a pergola, roughly 7 ft. 6 in. x 10 ft., on the deck to create shade
5. Raising the walkway elevation to match that of the existing deck to project over the
dune to protect existing dune vegetation
6. Widening the walkway/stairs to the beach from 3 ft. to 4 ft.
7. Construction of a bench, 2 ft. x 6 ft., attached to the widened walkway to the beach,
as depicted on the drawing
DCM WILMINGTON n

Building Photographs
See Instructions for item A€.
=- -_ -r-L'3/Use:
Building Street Address r including.Apt, Unit. Suite.andlorBldg.No or P.O. Route and Box Flo. -= =-
2310 S Shore Drive
Crty State 4113,C,ocle ==r-'a-' -,-1:,r*.rtef
Surf City NC 28445
FRONT VIEW
r i - •+ I _ 1.,M. it ,1,0 "Iii w -
• lir
SW
REAR - liallitalitiki
Y a..
t Mil"
l � l
i
f4i
r - 'fir , , - 1;r:r . r
RECEIVED
DCM WILMINGTON, NC

OCEAN HAZARD AEC NOTICE
Project is in an: ,�OJJcean Erodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: A' Y ,Z / •0&/et5 z,v
Property Address:—231D md4'7 4' .f''2 D 1—
Date Lot Was Platted: /Q 7 120e d/=FO/eG"
This notice is intended to make you, the applicant, aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area, which is subject to natural hazards such as storms,erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement,
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
• the development. Permits issued in the Ocean Hazard Area of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Co mission, indicates that the annual long-term
average ocean rosion rate for the area where your property is `J0tJ 2�A-/L
located is . feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
NC DENR
S also indicate that the shoreline could move as much as�'Y"
feet landward in a major storm. Div. of Coastal Management
127 Cardinal Drive Ext.
The floo4'Svaters in a major storm are predicted to be about Wilmington, NC 28405-3845
45feet deep in this area.
Preferred oceanfront protection measures are beach nourishment � 6 _ ��/and relocation of threatened structures. Hard erosion control 7r?structures such as bulkheads,seawalls,revetments,groins,jetties Pho(9/0
Number
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature.the application will not be complete.
Property ner Signature Date C4,"/-
Rem '?VED
n/1A A IA III Lain,���. . . .

EXISTING DETAIL NO. 1 - TYPICAL DETAIL NO. 2 - GALVANIZED
APPROX.4:12, PILE CONNECTION STEEL STRAPS,
SHINGLE ROOF, NOT TO SCALE 316' THICKNESS, 18' LENGTH,
TO REMAIN : 2' AND 4' WIDTHS SPECIFIED
UNCHANGED'
I I
" It4 I ' NOT TO SCALE
•
"i,',,' BEAM 1'
:'I �'' 5/8' DIA. x ID" 3.5'TYPICAL STRAP
CEILING 0 17'-1.5• GALV. STEEL BOLTS
(MATCH EXISTING) I BOLT PATTERN
4"STRAP CONNECTING _ 3.5'
' li._ • 9 ' BPER DETAIL NO. 2, ONAND OR GIRDER TO
13" LI'
Ill III I Il 111 llal IIIILIIIII I IIII FLOOR 09 0' IIIIIIILII IIIIIII1IIII II IIILI�I IIUIII VII Ii j;11 II�j OUTSIDE FACE OF STRAP MAY BE OMITTTED6X6 PILE N0TEf OTHER
ACCEPTABOLET PATTERNS
PROVDED
(MATCH E%ISTINC) II DIIIlJI WHEN LESS THAN$0;OF
"sr.u.l.,:r>_ THE BOLT HOLE PATTERN
_ t•srnir>r„B� .pppmei 4,0. , EYnTINc PILE AREA IS NOTCHED.
•
I I RET,WALL em Pr DOES NOT VARY MORE THAN
,SEE DETAIL ON'IRLE TO • 2' FROM THAT SHOWN
RDPOSED
i THIS SHEET, REMAIN
ro•REr. '• REFER TO \� RETAINING WALL CROSS SECTION DETAIL Na.3- TYPICAL FND.CORNER
I II' FOUNDATION CONNECTIONS
'E 11 i ...�/ %i �i.l�/�i GKii�/ :vAw`c°R.wt qqB SCALE ��PEi BEYOND NOT TO SCALE
stE[rs�/0 //% i// - / / �G ec PILEraio� ! SCALE = NTS
TOP VIEW
/, •.`' .� 'W,; G: iG i I I I SKI" t I t_- Le TONGUE AIm ••Tr�Pi tcwL
cROovE w te•
n' AVG.GRADE LEVEL L. S J''I- I•- A e To BE : ,pr PEN[raA ��'�
X" ATTACHED TO DKv-i2[i IR
SECURE No TO PROPOSED _ •
L. 11111 PROPOSED OEtk EXTENSION WAUTWAY a Il- ,. � FRCPOSED NAILS PER DC PANEL' •1,.. '14'PILE TNT
PROPOSED PROPpSEO WALKWAY PgDUX EWTiXHG DECK CC PILE •
EXTENSION L ' tt-
IN MAO
REAR ELEVATION GAL,ea '` COX WC
LEFT SIDE ELEVATION • 1 INSIDE VIEW FEINTopaA*
SCALE: 1/8"=1•-0° I - me'TOILE
(OCEAN SIDE) SCALE: t/8"=1'-O" AVG.GRADE i y w• D.IM [D'RI O•
Or xr MC
AA1MCC
214 RAIL CAP - taws ma tr I.IEiii�
.� APPRDX.TOE CR IION
— DECKING 1 u DIME LOCATION •�
—� g NRr 1Y.A9.Atn{ri
2•m TS FOR RAILS „4:119"e , C,, I .SrA,..G i' ,.•.N[
6X6 POST EX. DECXING IT IL '•'O o6p ttiA0.xO t
:2,-y HIGH 2.B SIP P I �' {[ I,yam( GALVINIZED ANGLE BAND CONNECTIONS
STRENGTH IS•X • Will OVERHEAD VIEV BAND/GIRDER
iALV.BELTS II� TO GIRDER CONNECtI@1
v/3'�i�1 i M AIIIIIIII
(2)-R.B SYP PT JOISTS11111
3/e'DM GALV.srCCL BOLTS
IASHErRSy-iA�T '�•'--'•� 6X6 Pr PILES I -,
XiKAPENO) • 16)-1t•HIGH STRENGTH �' I! ) JOIST DETAIL NO. 4 - TYPICAL
GALV.BpLYS V/ <2>-S/B' GKV. GIRDER SNCATNING
T`; OGEE WASIcas ar BOLTS v/ D BUTT JOINT CONNECTION
l rVr411 ASSURE k-BRACING ,` iSJT t BDLTNEAD ENDI cALAT WASHERS SLALE' NTS
• SC \ INSTALLED AT PIUNG AT KITWA t GIRDER rG ALL DALVINItEB ANGLES TO RE
` HEIGHTS GREATER lxlO SYP PT BO.11(Ap ENO FULL 5/8'DIA.X TO' A'YX'%IL'-C LONG WITH!-D/B'BOLTS
THAN B'-D' BUTT GALV.STEEL BOLT$ DECX IRDER THROUGH EACH FLANGE
•
— tDLTS GALV. HINT
�yp�yq�y,rw, BOLTS A NO 1N �Ey
I r 6X6 SALTWATERllFS WL V.M WASHERS 6%6 PT PILE STRAPS
DF$tGBikDER/BAND CONNECTION
S FYPDCIM PII Ft r MIT t !'STRAPS CONNECTING BAND m BOLTHEAO END BEAM , OR GIRDER TO PILE,PER 1-'�
T I 1 1 16'MIN PILE TYPICAL DETAIL NO.2,ON OUTSIDE t. 1111�� 1N BAND BEHIND
_ DEPTH BELOW
9 I T rr EXTERIOR SHEATHING
�+ GROUND WALKWAY DETAIL FACE OF JOINT. STRAP _
��\\ SURFACE VITN SIDE VIEW MAY BE THAN
OMITTED F PI
1J JII r• Iff0 ANGLES
NIN AEC POND SIDEWALK DETAIL SCALE: NTS 2.25' 2.25'LESS THAN SOY.O<PILE DCCX IRIIER TO x 1'YA'kR'-e•LONG VITM
--'� 1 CAPACITY SCALE: NTS OFT O.C.MAXIMUM 6X6 PILE AREA IS NOTCHED. R-VD BOLTS THROUM EACH
rtoire
1 O �'
ZC
ppRA�IS��S SECTION VIEW (-WISHED
_ TOP NEW CUT AWAY NEW THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN
SI WALK DETAIL IT IS THE RESPONSIBILITY ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
�— CALE: NTS OF THE CONTRACTOR 6 X 6 PT PILE tttoissiGrrGG4 LYALL, PE, PLS, PLLC, ANY PARTY THAT TAKES PART IN
t G MIND SO IS IN VIOL ATIEIN OF rfTPYRICHT I AWS
0 AND/OR BUILDER TO _.,,; ;ww s t CiARO '
1/z cavBars CONFORM TO ALL ,`''C ��• .</A WESTON LYALL, PE, PLS, PLLC__w/FLAT WASHERS STANDARDS, PROVISIONS, 1111,41111WVILIIIIIIIIF ;o F ,,, •.9-- WESTON LYALL, PE, PLS, PLLC
REQUIREMENTS, METHODS OF ` �Z:Q\' ` � ANDERSON RESIDENCE 2t4 US HIGHWAY 17N. SUITE 1
CONSTRUCTION AND USES �I�I, I _ 23t0 S. SHORE DRIVE HOLLY RIDGE, NC. 28445
4-t6d NAILS •,�� SURF CITY, NC
OF MATERIALS PROVIDED IN , IA - 27 PHONE: [phone]
U A II BUILDINGS AND/OR , , FIRM �P-0937
OF S e
STRUCTURES AS REQUIRED g X 6 PT
RR AP SPLICE FMBIR .""•E�V� PROPOSED ELEVATIONS & STRUCTURAL&CIVIL
7LijIr._.
4-16d NAIL$ 7%e oECXR1C PUSHED POST ' (SEE DETAIL) ` ,,`
BY CURRENT N.C. BUILDING US sISA 6 TIGHT. �•��y t� DETAILS ENGINEERING &
LAP SPLICE DETAIL CODE. VERIFY ALL Use1000ALV. TOP FRAME VIEW ��'',Lj t`
C't�+EErntttt tt LAND SURVEYING
SCALE: NONE DIMENSIONS PRIOR TO wNNR1w OF TWO NAIL. SIDEWALK DETAIL 'r L DRAWN BY: FILENAME: SHEET:
CONSTRUCTION. FOR EAR BOARD INTO
SCALE: NTS _ DATE: 3/23/2015 GP ANDERSON.dwd 1 OF 2
EACH ACM 1

TYPICAL SHEARWALLiii!,
i, '� STAIRS To PILE LEGEND _ _i_
SPECIFICATIONS j, STAIR
SCALE: TUTS i. (12)PROPOSED 6X6 PT PILES WITH 16'MIN,
PENETRATION(TO BE VERIFIED BY LOCAL
OFFICIAL)AND MIN. 4,000 LBS, CAPACITY(TYP.) 1 I ❑ ❑
OS1IN0 I\. SHEAR WALL LEGEND 2-2ROE PE FIELD ADJUST e.a
Pw1pt, I j ! I (5)PROPOSED 6%6 PT PILES WITH 4'MIN. ORDER I PILE SPACING TO
3'+3' PENETRATION AT RETAINING WALL LOCATION.REFER ACCOMMODATE
1TOOCA Iva TO DETAIL ON SHEET I FOR CROSS SECTION.SEE rc Er15nNG DUNE
XWUM
DIVER TO I SINGLE PLY SHEAR WALL ASwRE o (OCEAN
BE 'WµXWAY �¢¢¢ PROPOSED FOUNDATION PLAN FOR PILE SPACING "LOCATION.
SPAMCING IS SIDE)
ITT NEW :BEACH
M __- TL[ '.WALKWAY ■EXISTING B 8 OR 6K6 PILES TO REMAIN. SHOWN r 0 rii; / 6'0.O.C.
WV NEW BEACH ®DOUBLE PLY SHEAR WALL YR !ELEVATIONI WATCHEX TO FOR REFERENCE PURPOSES ONLY. gl ❑/
1 CAR CATION : Y' /I'.MATCH EXISTING IY I ❑
H ORDER SHEI)- PANELSWAI SPECIFICATIONS;
INSTALLED
Il(/ OEGN. GALVANIZED ANGLE BAND TO
MAY BE WITH FACE CRAM EITHER CONNECT DECK ORDER TO PROPOSED\ FOUNDATION PLAN
PARALLEL DR PERPENDICULAR TO STUDS. ry�2 e sw _----
HOUSE SHALL BE A GE,REFER a "' / rL00R UDIsis
2)- PAHCL$$HALL BE]/le•MINIMUM r16cKNEss. 11
•
SCALE: 1/8=1 -D
3)- NAIL SPACING SHALL BE Rd AT 3.ON CENTER ALONG LONG.WN 2 5/e•ears •le•O.0
VERTICAL EDGES OF PANEL AND 6'AT INTERMEDIATE VERTICAL „ i• (OCEAN SIDE) THROUGH LAON SHEETEITIP
FRAMING jT�r�wK_r0_JF WALKWAY A STARS TO DETAIL ON SHEET I.Tw
TO BEACH AT DECKS/PORCHES.
A)- HORIZONTAL NAIL, AND Al DOUBLE TOP RATES, _ ......
DOUBLE BOTTOM PLATES,BAND JOISTS.AND GIRDERS SHALL J '„ _ -..
1 BE A DOUBLE ROW OF 63 STAGGERED AT ON CENTER
5)- PANELS SHALL EXTEND It BEYOND CONSTRUCTION 1 1 I 1 I I • ❑ 2-2+10 Pt GAMER ❑ ❑ I 1
JORITS AND SHALL OVERLAP 000EAS THEIR FULL DEPTH. ;1a�3 (j yg
I (OCEAN SIDE) 6)- BLOCKING SHALL BE REQUIRED At All JOWLS IF '$ PROPOSED UNCOVERED DECK M1AO'x nq 2-2+10 PT GIRDER
SHEATHING IS USED TO RESIST UPLIFT. 30'0"K4'0" PROPOSED I ❑. ❑ ❑ ❑ I
• PERGOLA
UNCOVERED DECK I I iI I OUTDOOR LOCATION ' 1 ■ • ■ ■ t
'I - I SNORER EXISTING UNCOVERED DECK(TO REMAIN) 7'6".10'O" Wu APPROX.LOCATION OF EXISTING PILE
' 2{'O"116'O" LOCATION 2{'0"K6'0• PROPOSED 10'LONGN'HIgl FOUNDATION BELOW DUNE L. TOE OF
jl I' (:'
'6•KY6' I �' woo0 aETAININc WALL. DECK TO REMAIN DUNE LOCATION
fi' _ JA ID If _ ''(7' 1eE SEE DETAIL ON SHEET 1I a PROPOSED 65 =-2.1 5 v i _
.I �- _...• ,.. HE ,. I HI]R.BEAM ABOVE RCUOVE 1-2N0 ': .� "•
1 �I K SLIDER.COMTNUOUS 6 WTH WNOOWS R
41M.2-2.4 STUDS AT EACH •'PLACE WITH
END.ASSURE CONTINUOUS 6068 SLIDER
W aRMODII IOU
BLOCKING TO FOUNDATION
O fY{'R7'9' II PIIOPOSEO v DOUBLE PLY SHEARWALL If
r'1\ I' HALF BAIN SUNROOA SEE SHEARWALL SPECS 3 EXISTING PILE 'I
I.
3'0-+7'2" ` 20'0'.7'2' ON THIS SHEET tI LT 'I G2 FOUNDATION T BELOW of
11' N" II' n" CONTRACTOR / N 50J5 Iww RESIDENCE TO REMAIN 81.,,
sou
+ TO AOIUST +• __-OPENING _ - 1 1 ul m
612E TO _• I L7
bl N FOCOMOQAIE „ .r 2-2+12 SYP HCR.BEAM I I ��- • '
b .1� Ff]II EAMON* ABOVE OPENING CONTINUOUS DW ^ " i
/ 1{) , , `1 =KO WINDOW 1.'-1•&CONTINUOUS 9'-8" I V98 - --
xl II,' /^ I 's\ Y!a' ,I WTH MIN.2-2.1 STUDS At I MQj2U
" \ 1} EACH ENO OF BEAMS.ASSURE I IU� O
N •1 ,11 v I'D CONTINUOUS BLOCKING TO
I R �O •
• •; o FOUNDATION 1 .
I • UMNO RDOY i
' �'Q, �-< s' 3''c93 � i 1 t I
•
o
D�p If >p^ :1...'
KITCHEN I-ALL DIMENSIONS ARE TO BE VERIFIED By OWNER/CONTRACTOR PRIOR TO CONSTRUCTION, AOUST
.) QA 'F,IIII �,fYII Z UVKIO SOOY x e'0•+I J']• ( w�,I HEIGHTS AND WOTUS AS REQUIRED.
1 II.r1 I ^1 AD"'ry '1 m IS'1'.IJ'7' 2-THIS DESIGN IS SITE SPECIFIC.
11I 1.r1Ql -' 3-ONLY USE MATERIALS BELOW FLOOD BEE THAT ARE EITHER TREATED OR MOSTURE RESISTANT.
•I w 'f FRIDGE A-VERIFY WNDOW SIZES AND LOCATION BY OWNER/CONTRACTOR PRIOR TO CONSTRUCTION.
I w II ,.i 3-IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL STANDARDS OF
1' �.t' /" .t' / ©i 1';� r.;- "�-.1 THE NC BUILDING CODE. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2l68, 1 2068 668• 6-LUMBER IS SPECIFIED AS/2 SIP,AT 19N MOSTURE LA'S ARE DESIGNED MIN Fb-ZNS0 PSI AND
t is _�� 7.2IEDOM.
DOWN , DOWN 7-ALL.WALLS
BY SHALL
BEN.
1 [II INI H ' • I' e-All SHALL BE A' -2110 NOTED OTHERWISE.
IP •I),I 9-ALL HEADERS SHALL BE 2-h10 IN A•MALLS.HEADER HEIGHTS SHALL BE 6'6-UNLESS NOTED
I II TO-ASSE
- 0-ASSURE CONTINUOUS BLOCKING TO FOUNDATION
' CTURE
BEDROOM it 011�EA I BEOROOLI/2 -"'1 ' BCOROOY/I �, A 00
BEDROOM 12 I 1 I V 11-INSUTAT A SHALL HEEL GURRENi CODE.
6'0•,11'6• 'I Y10•.I1'6 9'0'.I1'6" 7'10•.1I'6 1 12 THESE PLANS SHOW A PROPOSED FLOOR LAYOUT/REMOOCL ANO ADDITION FOR AN EXISTING
BAT
BARRI
UTILITY0 • V'. - UTILITY R0014,-•-o ]'�fIELO VERIFY THE ROOF/CEILING HAS ADEQUATE SUPPORT OR BEARING.
g 6'TR"•I"'�,: '� % 6'10'.]'8• TN-RECEIPT OF THESE PLANS BY OWNER/CONTRACTOR AND ALL OTHERS ACHNOW.EOCE THEY ACCEPT
LI
' / MOLA' I II
.TART• ) NISI PLAN m EVERY MAY IO BE CORRECT,ANY DISPUTE OR CORRECTION MUST BE ADDRESSED PRIOR 10
��-. J 1 1 1 1 I ARE CONTRACTOR TO VERIFY ADEQUATE BEARING FOR CEILING H ENGINEER ROOF WHERE E%ISTING WALLS
l ) AND DOOR NOTATION I- Ii A H. A ^^ -"S 16-TO ER REMOVED T BERMS AVE INSTALLED VERIFYUCIWTH LLlE WTH ANYAND
DISCREPANCIES.TAT
�•.4' 4^�A' 4'-. ARE OWNER/CONtRD TOR TO VERIFY PRIOR TO TTHATH ALL quo,CAMA AND STATE
STANDARD WINDOW -- "1 REQUIREMENTS ARE MET.
17-THE INTENT Of PROPOSED WOOD RETAINING WALL IS TO PRESERVE NE EXISTING SAND DUNE BELOW
' C'
,,, J THE HousE.
EXISTING FLOOR PLAN (ROAD SIDE) 2630: 2'6" WIDE WESTON LYALL, PE, PLS PLLC
STRUCTURAL LOAos: •
R2: 3/25/15 SHEET 2 ONLY {p9lu/4
SCALE: 1/B"W1`-O" FLOOR DEAD LOAD-20 PSF 3'0" TALL Rt. 3/24/15 SHEET 2 ONLY sOt (�`'Nf 0'•• F
8'-0" CEILING HT. FLOOR LIVE LOAD- 40
PSF 2868: 2'8" WIDE ..'' (V� WESTON LYALL, PE, PLS, PLLC
INT.WALL DEAD LOAD- B PSF 6'8" TALL ` - A•„t.,A:"••. ANDERSON RESIDENCE 214 US HIGHWAY 17N. SUITE 1
EXT.WALL DEAD LOAD- 10 PSF PROPOSED FLOOR PLAN =0•l' kf, Y S. 2310 S. SHORE DRIVE HOLLY RIDGE, NC. 28445
ROOF LIVE LOAD-20 PSF .T ••; SURF CITY. NC
ROOF DEAD LOAD- 20 PSF SCALE: 1/8"=1'-0" :•z.'(•'I,,� L PHONE: [phone]
WIND- 130 MPH ASCE 7-05 EXP.D 8'-0" CEILING HT. - ;) i FIRM /P-0937
THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO 27 EXISTING k PROPOSED
)RM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN • I'SI •V: FLOOR PLANS & PROPOSED STRUCTURAL&CIVIL
'', $, ENGINEERING&
)NSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON F�il yQ•N FOUNDATION PLAN LAND SURVEYING
3/OR STRUCTURES AS REQUIRED BY CURRENT N.C. BUILDING LYALL, PE, PLS. PLLC. ANY PARTY THAT TAKES PART IN �'% sroN\. A` DRAWN BY: FILENAME: I SHEET:
CODE. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. TIDING SO IS IN VIOL ATION (IF COPYRIGHT I AWS AAfgEF..,,..LLAAVV` DATE: 3/23/2015' CP ANDERSON.dwli 2 OF 2

U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires March 31, 2012
National Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A-PROPERTY INFORMATION For Insurance Company Use.
Al. Building Owner's Name Policy Number
_Mary Anderson
A2. Building Street Address(including Apt, Unit,Suite,and/or Bldg.No.)or P 0 Route and Box No Company NAIC Number
2310 South Shore Drive
City State ZIP Code
Surf City NC 28445
A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.)
Lot 5 Block A MB 9 pg 91
A4. Building Use(e g.,Residential, Non-Residential,Addition,Accessory,etc.)Residential
A5 Latitude/Longitude: Lat. 34°24'07.50" Long.77°34'51.61" Horizontal Datum ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 5
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:a)Square footage of
crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage NONE sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s)within 1 0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No
SECTION B -FLOOD INSURANCE RATE MAP(FIRM) INFORMATION
B1. NFIP Community Name 8 Community Number B2.County Name B3.State
370186 Surf City Pender I NC
T B4. Map/Panel Number 85 Suffix B6.FIRM Index B7. FIRM Panel B8. Flood 89.Base Flood Elevation(s)(Zone
3720422400 K Date Effective/Revised Date Zone(s) AO,use base flood depth)
Feb. 16,2007 November 3rd,2005 VE 14'
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑ FIS Profile [9 FIRM LI Community Determined ❑ Other(Describe)
B11. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 IS] NAVD 1988 ❑ Other(Describe)
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No
Designation Date ❑ CBRS ❑ OPA
SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on. ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction
"A new Elevation Certificate will be required when construction of the building is complete.
C2- Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. Use the same datum as the BFE.
Benchmark Utilized NCGS"TOWER RM 1" Vertical Datum NAVD88
Conversion/Comments NONE
Check the measurement used.
a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 19.25 ®feet ❑meters(Puerto Rico only)
b) Top of the next higher floor n/a ®feet ❑meters(Puerto Rico only)
c) Bottom of the lowest horizontal structural member(V Zones only) N/A ®feet ❑meters(Puerto Rico only)
d) Attached garage(top of slab) ' N/A ®feet ❑meters(Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 14.69 ®feet ❑meters(Puerto Rico only)
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 10.7 ®feet ❑meters(Puerto Rico only)
g) Highest adjacent(finished)grade next to building(HAG) 11.4 ®feet ❑meters(Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs,including 11.4 ®feet LI meters(Puerto Rico only)
structural support
SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation 0111 j 1////
information. I certify that the information on this Certificate represents my best efforts to interpret the data available \ N.k CAR 1j/
I understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001 , ' •t . . ROB�,
❑ •Check here if comments are provided on back of form- Were latitude and longitude in Section A provided by a �Z; F E3 S j ' ,
licensed land surveyor? [2] Yes ❑ No • ti',-y
Alp
AL 7 .
Certifier's Name License Number 1"y E G • -
Gairy I.Canady L-2904 _ r -ZgO4
Title Company Name ')GM WILIVIiiN(aION, i ����cO
Professional Land Surveyor Gairy Canady Surveying ��O'S y --
Address City State ZIP Code PR 2 9 2015 �i//9 ���
PO Box 915 ,\ - Richlands NC 28445 .7 fe.a./L

IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number
2310 S Shore Drive
City State ZIP Code Company NAIC Number
Surf City NC 28445
SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner.
Comments
/ _//
Si tire- Date
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B,
and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,enter meters
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade(HAG)and the lowest adjacent grade(LAG)
a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑ above or❑below the HAG.
b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑ above or El below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor
(elevation C2.b in the diagrams)of the building is El feet ❑meters ❑ above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is El feet ❑ meters ❑above or❑ below the HAG.
E5. Zone AO only If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑Yes ❑ No ❑ Unknown The local official must certify this information in Section G
SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachment
SECTION G-COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),
and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO.
G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes.
G4 Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for ❑New Construction ❑Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum
G10.Community's design flood elevation ❑feet ❑meters(PR)Datum
Local Official's Name Title
Community Name Telephone
Signature Date
`r.E u
Comments DCM VVILMINGTON, NC
APR 2 9 2015

Receipts for
Certified Mail
�7 (Staple Here)
A01,9/4
Date
414le y 72(ic-ER 4 .
•
Adjacent Pr perty Owner
PD oy 2 77/
MsijAcItires4.1
s
City,State,Zip Code
Dear Adjacent Property: ,�// 4,5r4.5-0,vThis letter is to inform you that I, /WARy have applied for a CAMA Minor
Property Owner
Permit on my property at 23/0 9Aievc 27 .e4A-- 67-y ,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 9/C1- 78/- c2, 7i' ,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, n
Property Owner
6v.28/gf0ON PG.if-ee
Mailing Address
ters/4,/ve c2 7&09
City, State,Zip Code
RECEIVED
DCM WILMINGTON, NC

• • - t TM
CERTIFIED MAILTrr RECEIPT
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(For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postge to Sever the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is
required.
r For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted-Delivery".
I If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
MPORTANT:Save this receipt and present it when making an inquiry.
'S Form 3800,August 2006(Reverse)PSN 7530-02-000-9047

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to /t//41Q y P 's
(Name of Property Owner)
property located at Z 3/n 13,1
Address, Lot, Block, Road,etc.)
on , in Seiler- C7'Ty N.C.
(Waterbody) (Town and/or County)
He has described to me as shown in the attached application and project drawing(s),the development he is
proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
Signature
Print or Type Name
Telephone Number
Date
RECEIVED
DCM WILMINGTON, NC
APR9A ')f11g

Receipts for
Certified Mail
(Staple Here)
Date / •
AS.ox 0 wnqf
PO /31
M tin Address
N©?z 4P,N, A/ei Ea5 /
City, State, Zip Code
Dear Adjacent Property:
This letter is to inform you that I, .1144.Y_AtielLiaiPSOiL� have applied for a CAMA Minor
Property Owner
Permit on my property at 'Z31Q Ss j,2 "Ot_ gee4c-- e/ry 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 9/q- 70/-78�_ 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,
/ 4dQY P,
Property Owner
'20///ifir'OA/14e-
Mailing Address
24_ __/(NC a7&09
City, State,Zip Code
RECEIVED
DCM WILMINGTON, NC
APR 2 9 2015

. - 'V - TM
CERTIFIED MAILTM RECEIPT
m
C3 (Domestic Mail Only;No Insurance Coverage Provided)
a— For delivery information visit our website at www.usps.come
C3
En
E3
...0 Postage $ ,1..40 MT'
Certified Fee $3.30 fl
1=3
Postmark '41
M Return Receipt Fee
CI (Endorsement Required) t2.70 Here
CI 4r,
RestricteriDer:rbri Fee l
in (Endorsement Required)
Ln
Ill Total Postage&Fees $ . . .
ni
nn Sent Toy/
GF(' 7-8' 14*/t/C54/
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Street,
Apt.No
p_C:1 or PO Bo;No.00 er2 /3/
City, te,Z'44
I. (9 .f /4) C of
die 4.
._ .... _ _

:edified Mail Provides:
i A mailing receipt
A unique identifier for your mailpiece
i A record of delivery kept by the Postal Service for two years
nportant Reminders:
i Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail
i Certified Mail is not available for any class of international mail.
NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. Foi
va'ables,please consider Insured or Registered Mail.
Fc an additional fee,a Return Receipt may be requested to provide proof of
c'*very.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover thE
fee.Endorse mailpiece"Return Receipt Requested".To recepe a.fti.ewaiver for
a d8plicate return receipt,a USPS®postmark on your Certified Mail receipt is
required.
I For an additional fee, delivery may be restricted to the addressee of
addressee's authorized agent.Advise the clerk or mark the mailpiece with thE
endorsement"Restricted Delivery".
I If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mai
receipt is not needed,detach and affix label with postage and mail.
MPORTANT:Save this receipt and present it when making an inquiry.
'S Form 3800,August 2006(Reverse)PSN 7530-02-000-9047

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to� Sd,ey .s
�+ (Name of Property Owner)
property located at ow3 �� .S.S�O�QE Z ?
Address, Lot, Block, Road, etc.)
on , in SetkF IiTy N.C.
(Waterbody) (Town and/or County)
He has described to me as shown in the attached application and project drawing(s), the development he is
proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
Signature
Print or Type Name
Telephone Number
Date
RECEIVED
DCM WILMINGTON, NC
nn 0 n 11111G

DENR CAMA Daily Check Log for WIRO
Date Deposi Check Check
Received ted Check From(Name) Name of Permit Holder Vendor Number amount Permit Number/Comments Refund/Realloca
4/16/2015 4.23.15 Archie McGirt and Janet Batten same First Citizens Bank 7941 $600.00 bulkhead permit
4/16/2015 4.23.15 Mellinee and John Hunt same NC State Employees'Credit Union 3562 $200.00 GP 65139D
4/20/2015 4.23.15 R.Burak Erem same B of A 719 $200.00 GP 65185D
4/20/2015 4.23.15 Charles D.Carmen Jr. same Piedmont Advantage Credit Union 1029 $200.00 GP 65197D
4/20/2015 4.23.15 Southeastern Coastal Construction Co. King 'First Federal 9440 $200.00 GP 65198D
4/20/2015 4.23.15 Charles Douglas Wilson or Carolyn Wilson same TD Bank 4936 $100.00 renewal fee,MP 38-12
4/20/2015 4.23.15 Maritime Coastal Construction LLC Thompson CresCom Bank 2087 $200.00 GP boatlift 6393 Mazelle Tr.OIB
4/21/2015 4.23.15 Coastal Marine Piers Bulkheads LLC Tatum Wells Fargo Bank 20158 $250.00 major fee,NHCo
4/17/2015 4.23.15 Allied Marine Contractors,LLC McLeod B of A 7363 $250.00 major fee,TB,PN
4/21/2015 4.23.15 Kayla Midgett same Marine Federal Credit Union 185 $200.00 GP 65170D
4/21/2015 4.23.15 Backwater Marine Construction Inc Frank Pope BB&T 1889 $200.00 GP 64601D
4/21/2015 4.23.15 Clements Marine Construction D Logan First Citizens Bank 3779 $300.00 GP 64612D @$200
Jam Properties/Dan Smith transferred from Lucien Ellison MP 65-07 renewal @$100
4/22/2015 4.23.15 F and S Marine Contractors Inc. Williams PNC Bank 4450 $400.00 GP 64611D
4/22/2015 4.23.15 Willie Clarence Richardson Town of Holden Beach BB&T 5995 $2,000.00 GP 65122D @$400
James and Jane Warren GP 65190D @$600
Mable Buchanan GP 65191D @$400
Elliott W.and Francis H.Shaver GP 65192D @$400
Judy H.and Paul C.Starks,Jr. GP 65193D @$200
4/23/2015 4.27.15 Thomas Power Systems,Inc. Thomas Besedin B of A 3426 $200.00 NOV 15-06D
4/23/2015 4.27.15 Custom Island Homes by Ken Kisler LLC William Critcher CresCom Bank 3317 $200.00 GP 6206 E.Yacht,01
4/23/2015 4.27.15 Money order for Brandon Grimes Donald Howell Wells Fargo Bank 17-182261643 $300.00 GP 65182D @$400
4/23/2015 4.27.15 Money order for Brandon Grimes Michael Kurich Wells Fargo Bank 17-182261642 $500.00 GP 65183D @$400
4/17/2015 4.27.15 Kimley-Hom&Assoc.,Inc. City of Wilmington-Heide Trask Bridge Walkway Wells Fargo Bank 2159574 $400.00 major fee,NHCo
4/24/2015 5.1.15 Porters Neck Homeowners Assoc.,Inc same North State Bank 394 $400.00 major fee,NHCo
4/24/2015 4.27.15 Carolina Marine Terminal,Inc Altamar Inc. PNC Bank 26651 $100.00 mod fee,46-92
4/24/2015 4.27.15 APM Construction,Inc. 508 Tradewind appl. South State Bank 1517 $100.00 minor fee,Naylor,NTB
4/24/2015 VCC,Inc. 110 Sanford Street BB&T 3372 $200.00?
4/24/2015 4/27.15 Irvin Ray McDonald,Jr. same Charles Schwab Bank 1018 $200.00 GP for 996 Gaye Ave,TB
4/27/2015 4.27.15 Clements Marine Construction Anthon Jeffs First Citizens Bank 3767 $250.00 major fee,PNCo
4/27/2015 Merril LeMoine or Louis LeMoine same B of A 115 $100.00 minor fee,NTB,Ons Jason Dail,returning
4/27/2015 Quartermaster Store @Marker 90 R.Baxley TD Bank 917 $400.00 major fee,579 Lewis Rd,Hampstead
4/27/2015 5.1.15 Coastal Marine Piers Bulkheads LLC Paul Sommers Wells Fargo Bank 20169 $200.00 GP 64613D 1 -
4/28/2015 5.1.15 O'Quin Construction Robert and Rhea Allison First Citizens Bank 8049 $100.00 minor fee,6083 6th St.,SC,Ons
4/28/2015 5.1.15 Money order for Brandon Grimes Kevin Post North Amer.Banking Co 347408688 $100.00 GP 65171 D @$600
4/28/2015 5.1.15 Money order for Brandon Grimes Kevin Post North Amer.Banking Co 347408687 $500.00 GP 65171 D @$600
4/29/2015 5.1.15 James W.Jones Jr.and Donna Jones Bob Lee PNC Bank 1702 $200.00 GP for 218 Simmon Road,Wilm
4/30/2015 5.1.15 David S.Sharpe,Jr.and Raymond P.Sharp same SunTrust 1713 $200.00 GP 65189D
5/1/2015 Boatzright,Inc. Barbara Zucker First Citizens Bank 1859 $200.00 GP for 315 Summer Rest Rd,Wilm
5/1/2015 Craig Hollingsworth and Ashley Hollingsworth same South State Bank 1608 $200.00 GP 64614D
5/1/2015 Coastal Marine Piers Bulkheads LLC V.Edward Bean Wells Fargo Bank 20176 $200.00 GP 64615D
5/1/2015 Compass Pointe Engineering PA Supply Group,Inc BB&T 3112 $400.00 major fee,Lewis Dock Project,Vamamtown
5/4/2015 Daniel C.Walters Sr same BB&T 1481 $200.00 GP 64602D
5/4/2015 Allied Marine Contractors,LLC Heard B of A 7421 $200.00 GP 65146D
4/30/2015 Town of Ocean Isle Beach same OIB Branch Banking&Trust Co. 68599 $200.00 minor fee,15-14&15-15@$100ea.
5/4/2015 Mary P Anderson same Merrill Lynch B of A 1077 $100.00 minor fee,SC 15-10