HB_15-019_Braswell

Town of Holden Beach 2015-01g
Local Government Permk Number
CAMA
MINOR DEVELOPMENT
PERMIT
as auNataM by the Stab of North Carotin, Deparbaent of Emdrmsnterrtr,
and Natwai Resources and the Coach Resources Commisdon for development
In an area of environment concern pursuant to Section 113A-118 of the
General Slatoteq,'Coeotal Area ffanagernerttr
Issued to Donald Braswell, authormng development in the Estuarine Shoreline (AEC) at 135 Tuna Drtve, Holden Beach
In Holden Beach Brunswick County as requested in the permittee's application, dated April 2, 2015. This permit, Issued
on Apl 17, 2015 Is subject to compliance with the application and site drawing (where consistent with the permit), all
applicable regulations and special Conditions and notes set forth below. Any violation of these terms may subject
pernidee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permitouthodzes: CONSTRUCT A SINGLE FAMILY RESIDENCE, in the ground pool and
ground level DECKING, GRAVEL DRIVEWAY.
(1) AN proposed development and associated conviction must be done in accordance with the permitted work plat
drawings(s) dated April 1, 2015. Signed by the corp of engineers and signed by Scott Quaintance.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable beat ordinances and FEMA Flood Regulations.
(3) Any chi rtge or changes in the plans for development, construction, or land use activities will require a reevaluation and
modification of this permit
(4) A copy of this permit shall be posted or available on site. Contact this office at 910=842-6080 for a final Inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This pewit action may be appealed by the pomilee or other qualWed persons
wthln Neny (20) days of the Iasulrg date. Amy malntmatwe wort or pn$ed
modimflon rat oovered under tis pemll, require further written permll
approval. All work mnat ceaee when Ihls pemit cow on:
DECEMBER31, 2018
In Issuing tis permit It Is agreed thal this pro(ed Is consistent with the local Lend
Use Plan and at applicable ordinances. This permit. may not be transferred to
another party without the wrlle: approval of to 0lvlslon of Coastal
MaMunard.
Mile
Rhonda Woolen
MA LOCAL PERMIT OFFICIAL
110 Rothachtld Street
,H en Beach, NC 28462
PERMITTEE
(Signature required If conditions above applyto parrIN
gee NC

Nara: Donald Braswell
NBnor Permit # 2015-019
Date; April 17, 2015
Page 2
(5) The amount of impervious surface shall not exceed 3D°% of the lot area within 75 feel of (Estuarine
Shoreline Area of Environmental Concem), In this case, 0 percent square feet Is aulhortmd.
(6) Unless specifically allowed in 15A NCAC 07H. 02D9(d)(10), and shown on the permitted plan drawing, all
developmentfoonstruction shall be located a distance of 30 feet landward of normal high water is not
applicable.. No portion of the roof overhang shall encroach Into the 30 ft. buffer.
(7) All unoonsolklated material resulting from associated grading and landscaping shall be retained on ske by
effective sedimentation and erosion control measures. Prior to any lancWlsturbing activities, a barrier
line of filter cloth must be installed between the land disturbing activity and the adjacent marsh or
water areas, until such time as the area has been properly stabilized with a vegetative cover.
(8) Any proposed for grading within lire 30' buffer from the normal high watermark but Is not applicable, must
be contoured to prevent additional stormwato runoff to the adjacent marsh. This area shall be Immediately
vegetatively stabilized, and must remain in a vegetated state.
(9) AR other disturbed areas shall be vegetatively stabil'msd (planted and mulched) within 14 days of
construction completion.
(1 D) The ground level decking around the pool shall me no more than 192 square feet.
(11) The (4) 9' x 20 required parldng spaces shall remain for the life of the structure.
(12)The lot is located in a food zone of VE- with an elevation of 18. The towns ordinance requreids a
additional 2 foot of free board,
(13)The concrete slab has been approved to be at an elevation of 5.8.
(14)The stormwater retentions shall be inspected by Inspector Tim Evans prior to cover up and a letter is
required from tlx: engineer that vedys that all requlationms have been meet and installed in accordance
with the approved plan.
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rx e6/Be�r �ie�c c, DAT .22 26YS -
PERMITTEE
RECVED
DCM WILMINGTON, NC
1?F 9' 90,1-1

na Shorelme v ORW Shoreline
-'(For official use o
GENERAL INFORMATION
LAND OWNER
APR .2. 2015
TOWN OF HOLDEN BEACH
rer
Name Iona f d {'SrCeSW ► 1
fC3 Ciry ,J % l�l � State Zip ��Phone
Email (► Vaswe f I VI SO . 0o►/ n FNY --�-
AUTHORIZED AGENT
Name ca�0 IL, Ylf
Address La C c2pq (
City t✓/� State ZZipJUbqPhone IQ
--1 K
Email c/� �� �� Ot O ar C—- P Z
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) 1-3 �: h O ,
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) C�ew `r`PJC r�&
SIZE OF LOT/PARCEL: -5b C a square feet acres
PROPOSED USE: Residential M/� (Single-family [Multi -family ❑ ) Commercial/Industrial Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer ifyou 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: 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 is ed by the NC Division of Water Quality?
YES_ NO V
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: s%0f)
DCM WILMINGTON, NC
APR 2 0 2015

OTHER PERMITS MAYBE 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)
�an owne or record title, Title is vested in__ay J Trasy�l l I see Deed Book _ �
page bMin the a r1A h5(jtl C — 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.
(1)
(2)
(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. �53� A r
purpose of filing a CAMA permit application
This application includes: general information (this 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 fion: these details will constiRECEtMbrtion of
any permit. Any person developing in an AEC without permit is subject to civil, criminal and adminiNYiv 160P.TON, NC
APR 2 0 2015

b-LU-9
AEC HAZARD NOTICE
Project Is In An: Ocean Erodible Area 1/
_High Hazard Flood Area
Property Owner:
Property Address: / 3
Date Lot Was Platted: I ZI ZZI 17 Call
thi
This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as storms, erosion
and currents. The rules of the Coastal Resources Commission
require that you receive an AEC Hazard Notice and acknowledge
that notice in writing before a permit for development can be
issued.
The Commission's rules on building standards, oceanfront
setbacks and dune alterations are designed to minimize, but not
eliminate, property loss from hazards. By granting permits, the
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for future damage to
the development. Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that structures be
relocated or dismantled if they become imminently threatened by
changes in shoreline configuration. The structure(s) must be
relocated or dismantled within two (2) years of becoming
'imminently threatened, and in any case upon its collapse or
subsidence.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long -tern
average ocea rosion rate for the area where your property is
located is feet per year.
The rate was established by careful analysis bfaerial photographs
of the coastline taken over the past 50 years.
Studs also indicate that the shoreline could move as much as
Ofeet landward in a major storm. `
The pod waters in a major storm are predicted to be about
feet deep in this area.
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures. Hard erosion control
structures such as bulkheads, seawalls, revetments, groins
,jetties
and breakwaters are prohibited. Temporary, sand bags may be
authorized under certain conditions.
The applicantmust acknowledge this information and requirements
by signing this notice in the space below. Without the proper
signature, the application will not be complete.
Inlet Hazard Area
Do��Bvaswel j
tL" rJecicl� /VC d;Lrc/(V Z
Brunswick County GIS f
s information! 91or
0-253-269g- f� �pl
This shall be completed. d� t
SPECIAL NOTE: This hazard notice is required for development
in areas subject to sudden and massive storms and erosion. Permits
issued for development in this area expire on December 31 of the
third year following the year in which the permit was issued:
Shortly before work begins on the project site, the Local Permit
Officer must be contacted to determine the vegetation line and
setback distance at your site. If the property has seer' little change
since the time ofpermit issuance, and theproposed development
can still meet the setback requirement, the LPO will inform you
that you may begin work. Substantial progress on the project
must be made within 60 days of this setback determination, or
the setback must be remeasured. Also, the occurrence of a major
shoreline change as the result ofa storm within the 60-dayperiod
will necessitate remeasurement of the setback. It is important
thatyou check with the LPO before the permit expires for official
approval to continue the work after the permit has expired.
Generally, if foundation pilings have been placed and substantial
progress is continuing, permit renewal can be authorized. It is
unlawful to continue work afterpermit expiration.
For more information, contact.
Local Permit Officer
7OWN OF HOLDEN WAXH
Address ,110 F?79'PNSGHiLD MMT
HOLDEN BEACH, N.C. 2U-82
Q 16 _ 2 9Q7-- r o9d
Phone Number
RECEIVED
DCM WILMINGTON, NC
—..--:= r.[ppP.AVctdWfl P.�'S .Slnnf
APR 2 0 2015

BEFORE YOU BUILD
Setting Back for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront, you take a calculated risk.
Natural forces of water and wind collide with tons of force, even
on calm days -
Ulan -made structures cannot be guaranteed to survive the force
of a hurricane. Long-term erosion (or barrier island migration)
may take from two to ten feet of the beach each year, and,
sooner or later, will threaten oceanfront structures. These are the
facts of life for oceanfront property owners.
The Coastal Resources Commission (CRC) has adopted rules for
building along the oceanfront. The rules are intended to avoid
an unreasonable risk to life and property, and to limit public and
private losses from storm and long-term erosion. These rules
lessen but do not eliminate the element of risk in oceanfront
development.
As you consider building along the oceanfront, the CRC wants
you to understand the rules and the risks. With this knowledge,
you can make a more informed decision about where and how to
build in the coastal area.
The Rules
When you build along the oceanfront, coastal management rules
require that the structure be sited to fit safely into the beach
environment
Structures along the oceanfront, less than 5,000 square feet in
size, must be behind the frontal dune, landward of the crest of
the primary dune, and set back from the first line of stable
natural vegetation a distance equal to 30 times the annual
erosion rate (a minimum of 60 feet). The setback calculation
increases as the size of the structure increases [15A NCAC
7H.0306(a)(2)].: For example: A structure between 5,000 and
10,000 square feet would require a setback from the first line of
stable , natural vegetation to a distance equal to 60 times the
annual erosion rate (a minimum of 120 feet). The graduated
setback continues to increase through structure sizes greater than
100,000 square feet.
- � r
The Reasons
The beachfronl is an ever -changing landfoml. The beach and
the dunes are natural "shock absorbers," taking the beating of the
wind and waves and protection the inland areas. By
incorporating building setbacks into the regulations, you have a
good chance of enjoying the full life of the structure. At first, it
seems very inviting to build your dream house as close to the
beach as possible, but in five years you could find the dream has
become a nightmare as high tides and storm tides threaten your
investment.
The Exception
The Coastal Resources Commission recognized that these rules,
initially passed in June 1979, might prove a hardship for some
property owners. Therefore, they established an exception for
lots that cannot meet the setback requirement. The exception
allows buildings in front of the current setback, if the following
conditions apply:
1) the lot must have been platted as of June 1., 1979, and
is not capable of being enlarged by combining with
adjoining land under the same ownership;
2) development must be constructed as far back on the
property as possible and in no case less than 60 feet
landward of the vegetation line;
3) no development can take place on the frontal dune;
4) special construction standards on piling depth and
square footage must be met; and
5) all other CAMA, state and local regulations must be
met.
The exception is not available in the Inlet Hazard Area
To determine eligibility for the exception the Local Permit
Officer will make these measurements and observations:
required setback from vegetation line
_ exception setback (maximum feasible)
rear property line setback
_ max. allowable square footage on lowest Floor
PRE -PERMIT STRUCTURE. INADEQUATE SETBACK
PERMITTED
STRUCTURE. PRE STORM BEACH PROFILE
ADEQUATE POST -STORM BEACH PROFILE
SETBACK
��LONE Y EA R A FTER STORMrB EACH REBUILDING
After the storm, the house on the dune milt be gone. The other house has a much betterchance of survival.

Pat McCrory
Governor
HC® NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
AGENT AUTHORIZATION FORM
Date: {'l/l4i,A .30, a01,i
Name of Property Owner Applying for Permit:
Br-aswtill 3eao4 Proper4e,S UC.
Owner's Mailing Address:
Q&1j9a.sy Wi4d Lr.h,g,
�,r,rnPrl AIC ;�7 _D,
.Phone Numberd2g1 30,'�3d?l O
John E. Skvaria, III
Secretary
Name of Authorized Agent for this project:
Sc: o + Ova ivi-favpce,
Agent's Mailing Address:
6or1 3L4 - 9 eeac L'D,,-, Stij
OCea-' CF5Ie Be-a-o(z
Nc), J4 Carol.h� D.8 t.(69
Phone Number (91D ) 5 7J-- 7! 00
I certify that I have authorized the agent listed above to act on my behalf, for the purpose of applying
for and obtaining all CAMA Permits necessary to install or construct the following (activity):
For my property located at
nc+.
This certification is valid thru (date) m [c/'c;4 3 a
DO,, l � -201s�
Property Owner Signature
Date
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.naroastalmanagementnet
An Equal opportunity IA(fimeMe Action Employer
NorthCarolina
ARtltPlll�l,�
RECEIVED
DCM WILMINGTON, NC
APR 2 0-2015

6934.9 Beach Dr. SW
Ocean Isle Beach, NC 28469
CONSTRUCTION
CUSTOM BEACH, MAINLAND, AND GOLF COURSE HOMES
Nell Braswell
413 Thorncliff Dr.
Fayetteville, NC 28303
Subject: CAMA Application Notification
135 Tuna Dr.
Dear Sir:
910-575-710,
Fax [phone]•
Wednesday April1, 2015
This letter is to inform you that I have applied for a Minor CAMA Permit on behalf
of Donald Braswell for their property located at 135 Tuna Dr., Holden Beach, NC.
CAMA regulations require me to notify you of my intentions. I have enclosed a copy of
my permit application and a copy of the drawing of my proposed project.
If you have any comments on my proposed project, please contact the Town of
Holden Beach Local CAMA officer at 910-842-6080 or you may contact me.
Sincerely,
U.S. Postal Service...
CERTIFIED MAIL,,, RECEIPT
m (Domestic mail Only; No insurance Coverage Provideco
r- • : ! Scott W. Quaintance
Er,'
ru
mpostage a 70 t7U
m $3.30 09
Certified Fee
O postmark
p Return Receipt Fee $2.70 Here
C (Returnnuomement Required(
C3 ResMcled Delive
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(Endorsement Required)
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N Total Postage & Fees $ f6.7() 04N2/2015
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Sent To
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NaPoeox N!'I 3-_l-JJ-D ne-I (J--J--- --------------------
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RECEIVED
DCM WILMINGTON, NC
APR 2 0 2015

6934-9 Beach Dr. SW
Ocean Isle Beach, NC 28469
43 BL p����
Qr' ?�
CONSTRUCTION
CUSTOM BEACH, MAINLAND, AND GOLF COURSE HOMES
Kathryn Bradley Trustee
137 Tuna Dr.
Holden Beach, NC 28562
Subject: CAMA Application Notification
135 Tuna Dr.
Dear Sir:
910-575-7100
Fax [phone]
Wednesday April1, 2015
This letter is to inform you that I have applied for a Minor CAMA Permit on behalf
of Donald Braswell for their property located at 135 Tuna Dr., Holden Beach, NC.
CAMA regulations require me to notify you of my intentions. I have enclosed a copy of
my permit application and a copy of the drawing of my proposed project.
If you have any comments on my proposed project, please contact the Town of
Holden Beach Local er at 910-842-6080 or you may contact me.
U.S. Postal Servic�r�^ RECEIPT I /
CERTIFIED MAIL.., ////
No Insurance Coverage Provided)
(Domestic Mail Only; � s eomn
For delivery information visit our wehsite ai wwv+• P '�
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Rewm ReceiF! Fee
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3.30 09
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12.70 Here
$0.00
sb.70 04/02/2015
Scott W. Qualntance
RECEIVED
DCM WILMINGTON, NC
APR 2 0 2015

god°
ng31 tar
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93 AUG 18 P11 4: 07fLy
JF �itllS
�Ef101:iYiCE CCGNT7. Y-C.
g.n.e rx ::➢ NEYi.::Cg W.'..:rma•. Twr. ➢oa and P.ee
Tax Lot No. 1•.rri Lh.utider �••.
t'..umy .•v ratified by Mo. day ..f Is
by
Mail after recording to
RICHARD N. WIGG)NS. ESQ., PO BITS 35147. FAYETTEVILLE NC 28303
Thu instrument was prepared by RIQIARD N. V IGGINB
Heist deacriptw. f•.r the In44s l ilt. en 1
N•9 � _ _
NORT11 C R _ NA GGNI RAI_ NVARRAN-1-Y 1)1:1:1)
THIS UEEU vude this dayof
bagusE . 1'l 93 . by and u.,.ven
GNANT08 GRANTEE
NELL B. BNASWELL DONALD 11 BRASWEt.L J
afoi ri c
�S i5— e a !
En4r W .Pla-la"Y Last. far .. .` -a O , it m". �hja'cwr ON))0.0. n.rW.twn u mucerah...
The designaliun C.runtur and Gr nter as uscd Iwmia shall {uchWe >aid Nrtias, their hvirs, mcces>un, had asigm, and
shell include singular. Plurul. anseeline, hssiuin, or acuter as teapdred by contest.
\\ITNESSETIL that the Cranbrt, ho a mlmLle consideration lu+id by the Gra-lue- the recta'[ of which is hereby
aekmu1edged. hu> and by these Pusan. d.•es cram. bargain..ell and convey unw• the .raefce in fee simple. all that
aerLin h.t ..r tuhccl .•! Led >itnatc•1 iu [ha• Cdr .A
Nolden Beach Luckwoad Folly Town>Idp.
Brunswick Co..'r. N..Uh Yaudne..nd tn— to tw.1.rlY dog ril•cd a> G.H.ocs:
LOT ONE HUNOREO FORTY-FIPE (145) of the Harbour Acres layout for Coastal
➢uvclupeuna Corporation at Holden Beach, Brunwick County, Worth Carolina,
as per plot thereof by C. B. Berry, registered land surveyors dated Sister
July 30, 1965. recorded in Nap Rork 8, Page 13, in the office y.��6
of Deeds of Brunsuick County, North _Cpar��oFl.¢ina. to umk ja°,J�d�Q__RB❑❑�
hereby made for grunter Pe alnQ(.)\/�f1J `-'- v
This deed of cool, m-Q O lac Prim«t to those certain tnwe)un[s. RECEIVED
restrictions, and�ndl[ions; sec forth in an instrument by Coastal DCM WILMINGTON.
➢ovclopmp
enc Cnrpra[ hhn, dated December 17, 1962r recorded in Book 166,
Page 732, in the oftice of he Register of nevds of ernowick County, n ����
North Carolina, wblrh cnvm)ant s, restrictions, and conditions, run NPQ
with said land by whaesove.r nand, and which arc expressly consented to
by said Parties of the second part by the aeteprancv of this deadN'h`-'nt Ce •r�..+r �E"•a%
.t I.
y—

IMPORTANT: In these spaces, copy the corresponding I46
"--13Mding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or
135 Tuna Drive
City Holden Beach
ation from Section A.
P.O. Route and Box No.
State NC ZIP Code 28462
FOR INSURANCE COMPANY USE
Policy Number.
Company NAIC Number.
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both skies of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments Information taken from construction drawings provided by owner
Date
SECTION E - BI)ILDING EOVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items EI-E5. N the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1-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 ❑ 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 _ _ ❑ 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 _ _ ❑ 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 or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. BFE)
Property Owners or Owners Authorized Representative's Name
Address City State ZIP Code
---- uate Telephone
Check here if attachmen
SECTION G -
,,,,,,,,,,un„y s nwupiam management ordinance can complete Sections A, E C (or E), and C
of this Elevation Certificate, Complete the applicable item(s) and sign below, Check the measurement used in items G8-G10. In Puerto Rico only, enter meters.
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-G10) is provided for community floodplain management purposes.
G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of CompliancelOccupancyIssued
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 Datum _
G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters Datum _
G10. Community's design flood elevation: ❑feet ❑meters Datum
Local Officiars Name Title
Community Name Telephone
.ynature Date
RECEIVED
here rf attachments.
APR 2 0 2015
FEMA Form 086Z33 (7/12) Replaces all previous editions.

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CA
PLAT OF SURVEY
TIE ONE:
)V OF LAND
COMMENCING AT MONUMENT 'HB 16% (N.C. GRID COORDINATES:
ERVISION
N - 58,322.8069 AND E = 2.202.666.4042); THENCE S 8('43'52W
)ARDS OF
1027.26 FEET TO MONUMENT -HB 17% (N.C. GRID COORDINATES:
M CAROLINA.
N - 58.156.4887 AND E = 2,201,653.4218); THENCE N 35'57'22'E
584.55 FEET TO A MAG NAIL; THENCE N 02741'42- W 561.70 FEET
TO A � 3�31�15 THENCEAS 0234' OG NAIL: "EE 50.05 FEET TO EIP B..14 FALL BEARINGS
DATE ARE ORIENTED TO N.C. GRID NORTH, N.A.O. 1983. ALL DISTANCES
ARE HORIZONTAL GROUND DISTANCES.
LOT 143
D
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f-- -----'--
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N 1 i LOT 144
1 I HARBOR ACRES
I i EXISTING HOUSE SUBDIVISION
1 SLAB ELEV: 5.0' MAP BOOK 8, PAGE 13
EXISTING
BULKHEAD 1 r-_J
I
I i 75' A.E.C. +4.8
I 4.9 - _ LINE`
32.4' +4.9 2�I 4.5+
_._ N 87'12'38" E
4.7
+4.9
BOAT LIFT
m
+ 4.2
STATIONARY
DOCK
4 i + 4.6
O RAMP
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JET SKI
W
FLOAT
L7 4;7
��- - -90.15
l � -5-`-+ � i• --
5.1
N Ict LOT 145
No MI10 (VACANT LOT)
I TI1 5,022 SQ. FT. 4.
CD AI Ic +4.8 -
1 4.7+ 1 1
I I IA
I it
L_ - i_1- 5' SBL
'AUK ,� ai 5 87'1223" W
+4.9
+4.7 r-------------
I
1
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EXISTING HOUSE
1 SLAB ELEV: 4.8'
1
+4.2
N
V!
1A
CD
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+4.6
4.3+
4.4+
IERB
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A
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EIP
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4.3+
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EIP
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4.4+
LOT 146
HARBOR ACRES
SUBDIVISION
MAP BOOK 8, PAGE 13
1
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----------------
242' 1
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NOTES: I
*LOT 145 IS IN FLOOD HAZARD ZONE "VE", BASE
ELEVATION 18 FEET BASED ON FIRM 3720200500J.
PANEL DATE 06-02-06.
*ALL ELEVATIONS ARE BASED ON NAVD 1988.
*HORIZONTAL LOCATIONS ARE REFERENCED TO NAD 1983
(NSRS 2011) USING NCGS VRS WITH A TOPCON HIPER
LITE PLUS ON 03-30-15.
*THIS SURVEY IS SUBJECT TO ANY INFORMATION FOUND
WITH THE BENEFIT OF A TITLE SEARCH.
LAND SURVEYING
0 20
SCALE 1' = 20'
LOT 147
LINE
BEARING
DISTANCE
L1
N
87'12'23"
E
6.60'
L2
S.
87'12'38" W
9.85'
L3
S
02'34'36"
E
20.32'
L4
S
02'34'36"
E
29.73'
L5
N
87'12'38"
E
1.17'
L6
N
04'49'56" W
29.75'
1_7
N
83'11'05"
E
24.74'
1"VCINI MAP
LEGEND:
NOT SCALE
EIP
O
EXISTING IRON PIPE (FOUND)
z
NIP
O
NEW IRON PIPE(SET)
0
ERB
0
EXISTING RE -BAR (FOUND)
SV
O
SEWER VENT
WATERW
MH
ES
O
❑
MAN HOLE
ELECTRIC BOX
INTRACDA6IAL
SW0RDF15H
DR
WM
❑
WATER METER
SEASIDE
ICV
❑
IRRIGATION CONTROL VALVE
�OR SAttFlSH
+
EXISTING GROUND ELEVATION
DR
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of n, nmr. erm.n ..wr
0
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NAIL
4.59'
1988
GARY GURGANUS
LAND SURVEYING
GARY L. GURGANUS, P.L.S
3105 HOLDEN BEACH RD., SW
Supply, North Carolina 28462 [phone]
SURVEY FOR
DON & PATTY BRASWELL
MADE FROM LOT 145, (135 TUNA DRIVE),
HARBOR ACRES, (MAP BOOK 8, PAGE 13), HOLDEN
BEACH, NORTH CAROUNA AND EXISTING PHYSICAL EVIDENCE

LINE
BEARING
DISTANCE
L1
N 87012'23" E
6.60'
L2
S 87012'38" W
9.85'
L3
S 02034'36" E
20.32'
L4
S 02°34'36" E
29.73'
L5
N 87012'38" E
1.17'
L6
N 04049'56" W
29.75'
L7
N 83011'05" E
24.74'
FLOATING
DOCK
�,.
4811 Fence]
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M -_ - - _ - - - - - - - - - - �Y - s •-
- .- - L3
r
LOT 145
+
CANAL
NO. 2
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--------.-- - - - - -
L6
co
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fQV LV I (n 0)
N
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Legend
----7 --- Existing Contour or Grade
---- s�-- Proposed Contour
+ 4.9 Existing Elevation
EXISTING HOUSE
I
SLAB ELEV: 4.8'
246AC045
Nell Braswell
413 Thorncliff Dr.
Fayetteville, NC 28303
I
,I
LOT 146
All survey and topo have been provided by
Gary Gurganus Land Surveying,
Titled: Survey for Don & Patty Braswell
Made from Lot 145, (135 Tuna Drive),
Harbor Acres,
Map Book 8, Page 13
Holden Beach, North Carolina
Dated: 3-30-15
022 S T.
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3' X 10'4
S JRAGE
FFE 5.8 MSL
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AREA
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28.3' CAMA BUFFER
30' CAMA BUFFER
y CALCULATIONS:
Impervious Area:
House Area = 1,386 SF
(w/ 12" Overhand)
Lot Area = 5,022 SF
% Impervious = 27.6 %
Roof & Pool Collection stem:
Tren .h Capacity per Linear Ft (2'x3' Trench)
0% Aggregate Voids
6" Perforated Pipe
(2'x3'x1' - 0.196 CF) x 0.4 + 0.196 = 2.5 CF per Ft
Storage Volume: 1,386 SF x 1.5 Inch = 173 CF
Required French Length = 173 / 2.5 = 69 Ft
Use 2 Two' - 35' x 2' x 3' Trenches as shown on Site
with Hotise Gutters Connected to Trench
EXISTING HOUSE
SLAB ELEV: 5.0'
I ,
246AC047
Kathryn Bradley
137 Tuna Drive
Holden Beach, NC 28462
' ; I M ( 75' A.E.C. LINE
>1
I
' COVERED ' ' ' I ( ( 1 ,386 SF Impervious
I I ,
J ; DECK
�r T �` MAP BOOK 8 PAGC 13
2 5' B L Landscape i -t- I 00
Area N SUBDIVI!I^
- - - I �t-
10'-1"
T-0"
ID
5
IIr
1 1 Parking Sace j
l p
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_
I i I I 9x20
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1Pa6ing Space: i l
Parking Space j j
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to
I 340 .S F
-I. I I Gravel Drive
`h
< +
+
I Bahama Coral
- - -- -
----------
50.05' S 02034'20"
E
q-
CY) C� fit'
14 +
+
EDGE O ASPHALT PAVEMENT
NOTES:
*LOT 145 IS IN FLOOD HAZARD ZONE I'VE' BASE
ELEVATION 18 FEET BASED ON FIRM 3720200500J.
PANEL DATE 06-02-06.
*ALL ELEVATIONS ARE BASED ON NAVD 1988.
*HORIZONTAL LOCATIONS ARE REFERENCED TO NAD 1983
(NSRS 2011) USING NCGS VRS WITH A TOPCON HIPER
LITE PLUS ON 03-30-15.
This drawing is the property of Carolina Bluewater Construction Inc.
and is not to be reproduced in whole or in part without written
permission from Carolina Bluewater Construction Inc.
«)Copyright 2012
ALL RIGHTS RESERVED
50' RIGHT-OF-WAY
TUNA DF-ZIVE
SITE PLAN
Scale: 1/8" = 1'
an
HARBOR nci:rs
LOT 144
No. 57 Stone
(or Approved Eqnil)
6" Perforated Pipe --
(Connected to Gutter Down Spout)
Trench shall be wraped
with filter fabric
BENCHMARK
MAG NAIL
ELEV: 4.59'
NAVD 1988
31-011
Rock infiltration Detail
Not to Scale
SOIL NOTES:
ALL ORGANICS TOP Sol[., AND SOFT CLAY TO BE REMOVED
UNDER ALL FOOT ING AND SLAB LOCATIONS. .ANI' BACRFILI,
To BE DONE Will 11 CLEAN SELF( 1�1LI COM1iPA TEU IN 1 X MU
Islolation or
Expansion Joint
around Pile (Typ
(Typical - See Section)
I I I I I
I I I tr I
I I 1 I 1
--- i---- ---+----4----+---
I I I I I
I I I I I
I I I I I I
---+--- ---+--- ---+---
I I 1 I 1
I Utility I I I I
Riser I I I
----I---- ---+--- ---+---
I
3.000 psi concrete slab I I
I W/ pooifiva gi age Q a I 1
I 1 minimum I!8"per fool
g
I 411--.I
1 ® r ® r
Brealiaway Wall Nail Data Table
Dist. Between
Pilings (h)
Nail Size
# of Nails in
lower Top Plate
# of Nails in
I Jpper Sole Plate
6
rod
3
3
8
lod
4
4
l0
10d
5
$
12
lod
6
6
2x4 Lower Top Plate
Nailed to Top Plate
See Table for Nail So
8x8 P.T
Piling
PLAN_ VIEW
NITS
NOTES:
1. Do not intall any reinforcement In concrete slab
or thru any of the piles connoting to concrete slab
2. Do no! sacure the concrete to any slrudura element
aF the home piles. Pilei shall be wrapped with an
expansion or isolation Ivnl material.
3 Concrete slab shall "led or sawcutpointed at
a maximum of 4' x 4' squares or 16 squara feet.
4. Install connate slab tNcxnass at a minimum
of 3" or an maximum of 4".
Tooted Joint
Concrete
4' Max. 3.000 PSI Concrete Slab Slab
fT
OOLED CONTRACTION JOINT Crack Resulting From
Connate Curing Precast
I�Sawcul Joint
ax. 3000 PSI Concrete Slab
P4",M
TONTRACTION JOINT Crack Resulting From
Connata Curing Process
SLAB - SECTION VIEW_
NTS
FRANGIBLE JOINT LAYOUT FOR CONCRETE SLAB ON GRADE DETAIL
Deam or
16"
12x4 P.T. Upper Sole P!nre /
Nailed to Sole Plate
II See Table for Nail Spacing
I I
BREAKAWAY WAt.L D
NTS
Stairs to
11 st Floor
2x4 Top Plate
Nailed to Bemo or Girder
16d nails r1 16" o.c.
2.x4 P. Sole Plate I I
Nailed to Concrete Slab
w/i2am Gun I I
L J
VE z
�$is P.T.
Piling
- Breakaway wall Shall Not
lie Nailed Directly'I'o
Piliuge. 1" Separation
between tat stud & pile.
External Sheathing shall
be nailed directly to the breakaway
walls and not overlap pilings.
Edges shall be nailed with
6d @) 6" o.c. and intermediate
supports with 6d 0 12" o.c.
SM1 A 1 M r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
------ ----------------
8"I.A1'ERS7098:: OF MiNARIIlh1 DENSITY AND OPTIMUM MOIST (IRE I -------- ----__ --- ---- ------ - - - - -
�
Cf/N7'ENT UNDER IOOTINGS AND MAXIMUM 6- LAYERS TO 1BE7: OF ,
MAXIMUNI DENSITY A OPTIMUM MOISTURE CONTENT UNDER SLABS.
SOIL 'TEST INC SIiOUIJ)DE DONE PBOIR TO TIIE START c1F CONa1'RIICCION
BY A SOIL. TESrING COAIPANY. , �(Vf�'{,'
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6-VvAz" h av�
COVERED
DECK
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CONCRETE NOTES
Al LCONCRITI WOR\ Sn ALL BE IN C06(PI IANCI NI771 AIWI 1C A1l I roofs
ASD ST AND IRDs OF n:x ♦A.ER1_ AN ('ON( ax Ti LNS rrrL TL ♦ND TILE CI , lil!t
R EINIORCING ST EEL INSTITUTE.
LAP ALL REINFORCING BARS A MINIMUM OF24 BAR DIAMETERS BUT NOT
LFSS TIJAN 12". STIRRUPS AND TIES LAPPED AT LEAST 6 BAR DIAMETERS
BUT NOT LESS I HE21/2". WWFLAP NOT LESS I DAN 6".
BENDS FOR STIRRUPS AND TIES SHALL HAVE RADII ON THE INSIDE OF THE
BAR NOT LESSTH.AN ONE BAR DIAMETER. BENDS FOR ALL OTIIER REINFORCING
BARS SHALL, HAVE RADII ON THE INSIDE of THE BAR NOT LESS THAN J BAR DIAM.
PROVIDE A MINIMUM SPACE :ET'WIEN ALL RE -BARS AND TIIE GROUNII OF 3",
PROVIDE A MINIMUM SPACE ETW ERN WELDED WIRE FABRIC AND GROUND
OR TOP OF SLAB OF 11/2".
PROVIDE MINIMUM Jana PSI STRENGTH CONCRETE AFTER 28 DAYS WITH A
MINIFH1M OF 5 BAG MIX. SLUMP. 4" MINIMUM AND 6" MAXIMUM,
WE
FOR MS AND GROUND BEFORE PLACEMENT OF CONCRETE.
PI.ACI CONCRETd NOT LA fER THAN 1111 HOURS AFTER STARTING TO MIX
CEMENT ANU WATER.
ONCE POURING OF CONCRETE IS STARTED, IT SHALL BE CARRIED ON
AS A (-ONT INUOUS OPERATION UNTIL TILE PLACING OF TILE SECTION IS COMPLETED.
PROVIDE PROPERLY DESIGNED CONSTRUCTION JOINT AT APPROPRIATE LOCATION
IF THE CONTINUOlfS OPERATION IS (MPR.ACIICAI..
REFERENCES FOR CONCRETE ASTM D6" i ACI JI8. ACI MANUAL 11 HOT WEATIIER
CONCR£7'ING AC13DS.i COLD WEATHER CONCRETING AC1366 --
1 I 1-i 1 I 1 I I I
1 _ Stairs to
1
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-� 11
1 I I I I 1 1 I
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POOL - -_ ___
I VX23'
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gild- ; Layout For Concrete
-- _ Slab on Grade Detail.
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CWL
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t� �Wot v ► i(t(1� 1, ` GARAGE '
r l R I
5`'yr c�¢ i �/ V \sP'1� t ;�r - v$11
W/ 1660XD344NTS
Z i {yy 3/0 ,
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round Floor Elevator & St, Wa ;
I 2-2x10 with 2x4 s on ends ,
shall be Breakaway �' = Wa for elevator rail system ;
'NIA �i;i '�t�IlJfi t \ above shall be 2x4 o.c Elevator per manufacturers specifications.
6vMl) II b r
jdol ` p �tt1� - `:e F -mdat on plan
n� 1 1 ; `� �� C11u(`f` r--------------------------
, I
��lr , �� , t�t�y \ �Nl�� f a�tss.,pporl:ing 1
��o,Crr
1 1
16 X 10 4 I 1
�w�i�rnll,`t� STORAGE
M 1 Co %4�-p �1� AREA '
2/s HOUSE ABOVE ,
' �1�M i} YD �' t 1 SLAB F F E 6.0
I � 1
1
6/0 - _ 3/0
I 1 I
0
I I
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' Concrete Slab ' I ,
I 1 I
COVERED 1
DECK1
1 9' X 10' GARAGE DOOR 1 '
1
1
I
------------------- 1
�\� CARO��
740 SF of Enclosed Area
�pF%D � /y9
Q _ TOOL� �� I l l I'j (L-
_ N SEAL '`' cu -
�025952� O OUND FLOOR -FLOOR {CLAN
o� �4,�'t NEB• r � - --
�i, �`••••"A� SCALE: 1 /4" = 1'
�/��111111\ A
Da te:�
4-1-201.5
Drawn By:
SWQ
Checl{ed By:
SWQ
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Scale:
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RECEIVE'"
CM WILMINGTON, NC
APR 2 0 2015