SCEX_13-04_ Wellman's

Agri..46,
NA 11t
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
February 25,2013
Exemption Number—SCEX13-04
Wellman' Construction,Inc.
Attn:Angie Edens
PO Box 8
Holly Ridge,NC 28445
RE: EXEMPTED PROJECT(MINORS)SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD
FLOOD AREA OF ENVIRONMENTAL CONCERN—(15A NCAC 07K.0213)
PROJECT LOCATION/ADDRESS—9004 9th Street, Surf City,NC
Dear Ms.Edens:
I have reviewed the information you submitted to our office concerning the necessary filing of an application for a
CAMA Minor Development Permit under the Coastal Area Management Act. After making a site inspection on 2/22/13,
I have determined that the activity you propose is exempt from needing a CAMA Minor Development Permit as long as it
remains consistent with your project drawings and paperwork,dated received 2/22/2013 and 2/25/2013,and it also meets
the conditions specified below. If you plans should change and your project will no longer meet these conditions,please
contact me before proceeding.
SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL
CONCERN EXEMPTED-All single family residences,including associated infrastructure,accessory structures or
structural additions to an existing single family structure,constructed within the High Hazard Flood Area of
Environmental Concern are exempt from the CAMA Minor Permit requirements provided the development is consistent
with all other applicable CAMA permit standards and local land use plans and/or rules in effect at the time the exemption
is granted including the following conditions and limitations:
1. Development shall not be located within the Ocean Erodible or the Inlet Hazard AEC.
2. Any building shall be constructed on pilings and comply with the North Carolina Building Codes and the
local flood damage ordinances,as required by National Flood Insurance Program(NFIP).
3. The development does not require any permission,licensing,approval,certification,authorization or
approval from any state or federal agency.
4. A signed AEC hazard notice indicating that the property owner is aware of the special risks and conditions
associated with development in this area.
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State,
Federal or Local authorization. This exemption expires one(1)year from the date of the letter.
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Dixon Ivey, Surf City

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GENERALINFORMATION a
LAND OWNER
Name �tJ !L+1r CH-wtAkipj-iti)
Address P C J •. 60\4,
C'it kC )��(�
State Lip, irr_'_ hone fqi6)3a I" q.35(0 1
Email n enS g tOillinClin caamehov 9 ccnc)
AUTHORIZED AGENT
Name
Address
,
City State Zip Phone
Email
LOCATION OF PRO,j.E Addrefs,,�ti eet me and/or dire lions to site. If n t oceanfront, what is the name of the
adjacent waterbody.) (af�,�.� l• `t'1 )
DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) GFIZ (Ar(y
SIZE OF LOT/PARCEL: square feet 3, 15 acres „....y ..
_ '
PROPOSED USE: Residential ®/ (Single-family Multi-family ❑ ) Commercial/Industrial 0 Other 1:1 ,
COMPLETE EITHER(l)OR(2) BELOW(Contact your Local Permit Officer if you are not sure which AEC npplies
to your properly):
(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 SHOR LINE 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 atios, 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 Penns issued by the NC Division of Water Quality? ^ `�
YES NO ,. KE CEI V E '
If yes,list the total built upon area/impervious surface allowed for your lot or parcel: rEB y'yr f'3t.j
DCM WILMINGTON.; NC

OTHER PERMITS MAY BE REQUIRED:The activity you are planning may require permits other than the LAMA
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,IFIA
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:
1,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 LAMA minor development permit,certify that the person
listed as landowner on this application has a significant interest in the real property described therein.This interest can'be
described as: (check one)
an owner or record title, Title is vested in , see Deed Book
page in the 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 applicat*
NOTIFICATION OFADJACENT PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. 1 affirm that I have gil'en
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (,ddress)
(1) ILe. .m►\ . . P .. . .... ..., . . .�
(2) Vi .� ._ �r r �I[�_ . J
(3) _ . .1 i _ o ' . . .'!Lnsiron{[.it • w ...... 2.w.1 I \. ... d1 2
(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 fioodproofing techniques.
1 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 1 y day of ,20 1.3
•
Lan owner or person authorized to act as his/her agent or purpose of filing a CAMA permit application
This application includes:general information(this farm), a site drawing as described on the hack of this applicat n, the
ownership statement, the Ocean Hazard AEC Notice where necessary,a check for S100.00 made►,► . il.eto;j4.7ocalii{t.: and
any information as may he 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,f om these details wiliEtkisNtaiiolation of
any permit.Anv person developing in an AEC without permit is subject to civil, criminal and administrative action.
L)CM WILMINGTON n.

IMPERVIOUS CALCULATIONS i S
PROPOSED HOUSE AREA 816.0 SQ. FT. 0 %
PROPOSED MB 9 PROPOSED DRIVE HOUSERHANAREA 462 36.S.3QSQT FT. SITE
F .
PC FRONT COVERED DECK AREA 192.0 SQ. FT.
tii‘ N.4.4%.,
J TOTAL AREA IN TRACT 6582.2 SQ. FT. H ST
TOTAL IMPERVIOUS AFTER COMPLETION 1606.3 SQ. FT.
% OF IMPERVIOUS COVERAGE 24.4% (0.2440) 8TH ST =
§ 2 o
7TH ST 7TH 1 A
ST z
z
6TH
6TH ST 4 ST
VICINITY MAP NO SCALE
RECEIVEIJ
DCM WILMINGTON NC
FEB 2 5 2013
55.00' 54.67'
FIP N 30°13'58" W IS S 30'13'58" E FIS
r BLOCK "28"
LOT 31
0.15 ACRES
BY COORDINATES BLOCK "28"
MB 9 PG 71 LOT 2
BLOCK "28" BLOCK "28" MB 9 PG 71
LOT 30 LOT 32
MB 9 PG 71 MB 9 PG 71
LU
o DECK
Q7 � r
CQ PROPOSED L
Ln PEYTON
o
Ln III co
z
15.3' 15.5' BLOCK "28"
PORCH
24.0 LOT 1
MB 9 PG 71
12- EAVE PROPOSED
OVERHANG DRIVE FMN @ INTERSECTION OF
05.7 NCSR 1605 & NC 210
55.15' I
Eti S 29°49'48" E PP OHEL PP FIP L R/W
V
FIS TPy FIP NM® 54.80' m — In _234 18'
S 30°12'53" E m 1�' N 23°01'48'' W __
EDGE OF PAVEMENT \� S 1 18)� FMN
NCSR 1605 ' 437,
9TH STREET
60' R/W "FIRTH"
1998
R/W R/W

,PZNGIO G LIT FOQc IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY REVIEW THE
WELLMAN'S CONSTRUCTION PLANS FOUND HEREIN PRIOR TO CONSTRUCTION.ANY DISCREPANCIES SHOULD BE
BROUGHT TO THE DESIGNERS A 1'1 ENTION PRIOR TO CONSTRUCTION SO ADEQUATE
SNEADS FERRY,NC 28460 REVISIONS CAN BE MADE.
SHEET INDEX:
TITLE SHEET
PG.1-ELEVATIONS
PG.2-FLOOR PLAN
WELLMAN'S TWO STORY
STRUCTURAL NOTES ECA.NDATION NOTES:
GENEML: I IOLNDATONSSBALLbEARONUNDRTLFBFD son.WWII A 1590 SQ. FT.
I.IF ANY CONFLICTS OR DISCREPANCIES ARE DISCOVEREDMINIINIFI ALLOWABLE BEARING CAPACITY OF Zap)PSf.
BETWEEN THESE DRA0.rNAND THE NORTH CAROLIN.{ FFOITNDATNJNHBFARMG ON FRLFOR.S.FRL MUST 9E
AFSIDENTLLL aUDE.2ro9 EDITION(HEREIN REFERRED I'tF AS SUNABLESTRUCMIALFRI COMPACTQFIQAAON OP94X
CODE).THEN CONTACT THE DESIGNER FOR CLARIFICATION. STANDARD PROCTOR.DF.GHrfoESOIL COMPACTIONio RE
VERIFIED BY AN ENGINEER'CONTRACTOR II SHALL VFA Y ALL DIMENSIONS.
TIME SHALL nor BE TAOCA).IN ANT FUKID Bb:FY.I ALTOUNWTION SHALL BEGRADbD50 IN.
ZONE HIGNH......AREA.OR OCEAN HAZARD LONE.
WATER FLOWS AWAY f ,ifOUNDATWn AWNTAgAnIN.0
OCED4 ES AND SEQUENCES OF CONSTR AAION 'L EARBE TSEEXIERI&GRADE EIT{'ASICW ANDTHE .
—
_
ARE.THE 'PONSIMLTT OF CONIRAM0R.CONTRACTOR
LOWEST WOOD THE STRLCTaL 1
SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAIN AIN.AD SHALL BE t CONCRETE FOR S IN A SE ARA,IE POURpppl OOTWQS b
AIN
ENSURE THE INTEGRITY OF THE STRUCTURE DURING ALL STRUCTURE
STAOES Or CONSTRUCTION
MINIMUM OEM^CLEAN SAND OVERLAID BY 6 MTL POUT
CONTRACTOR SHALL OBTAIN ALL PER..REQUIREDAMR SMARTER SHALL BE PLACED BENEATH CONCRErE
SHALL6 CONTRACTOR YEW,THE VOSTENCE AND LoCATION
SLABSOf ANY 6 rn WORK. ITnnl ar(�ioEimcs roHE.BELOW T(usnNEc+eN.II. MMINEMIWN
7'ALL NsrR. o SHALL NE ACCORDANCE ILEITIS
WORIII c. RESIDERL ..ND CODE)
SHALL MEET THE W.-MENTS OP CHAPTERDIOH WINO BA IX)rIW.S SNALLUt CYMiNUO+o0.LAPRD.S^Ai
TONES LN.AODT TO ANY LOCAL CODES AND >UCSTLTCEY
REODIATIONs.REFER TO CODE FOR DETAILS AND/OR — -
RE.QuuEMLnTS NOT SHows ON THESE DRAWINGS. CONCRETE NOTES:
A AIL WNW,AND DOORS SHALL.MET OR EXCEED THE LNNCRETESWLL ,E.+L IuMWWUMC(MIWIFSSIYL ,
DESIGN PRESSURE REQ....NTS SPEC,IFD IN CODE ,RENO.Of T�AMM Ar 3�OATS
CONTRACTOR TO VERIFY THAT WINDOWS MEET EMERGENCY r PROVIDE WEATHERRROIECTION AFTER
ESCAPE AND RESCUEOPEN,NO REQUIRE,ENTS INEm, EACH PouR .
SLEEPING CH LILY ROVENTILATIONRtgLIREMI_NTS S.. EY.D REINFORCING NTAN SHALLH RARE III'P
R� •.MOM..
TON OR 60D-1.0 .,,RODS. I
1.SEXPOUD TO PRICEMNEFUR °ABETTER.IF ANY WOOD MEMBER IS 11pI11'npp' I ,„ryI 'I
2 ALL ACCORDANCE-
-W WA SHALL TREATED n D_ 5. D/L OR
�.IWNGM CONTROL4M{LL I. IIIIIIIRI1III1III11111II 1IIIIIIINII'I1IIIIII'II'I1I1IIII�I1II11IIIf �1'II1II1II,III1III1II ' �!
COADA- CODE CONSTRUCTEDN.C. TO KN..RACK..BUT •
ALL WORE ro ACCORD NCE 4'NO0.T1 IN NDCASE SHALLIOB'115 BESPAC®AT INTERVALS GREATER -
,SIOEN CODE,3901 FDI , Arn b - DM%T .CONSTR. SOL{TION/UN. I
INCLUDING [NOD �MM.AND DETAILS N(OT'SHOWN. NEW RS AMER STINACON:RbfE FQLRS OR -_-_-_ __ Y
a All MTE ASTL 'IN BAPOSED PO THE WEATHER
HfA FLUE/COMPONENTStKHAb DRIVEWAYS.PATOS •m
ill
,TaDem GALVANRPD-gaTAFL wNNEnou . . LAA,C6 WTMPIANUFAMPIP'S iHR.NI1P5,4 QTTN6 SLAD.NO{TONS. GARAGE FLOOR SH ALL NAPE TOWARDS GARAGE DOOR OPENITIGERSSHALL BE(a 2DPEu r:TIDE. IN ACCORDANCE WHIZ CSODE,AausFLOOR NAY BE RAMPEDBE DEFECTIVE LU,RFR.. AI ESHOOORDD uUGEMENTS BM.4 Nf11.DiE0 MEET lIUi1U:
'TBREEX(NA RE(RBREMEMS RPIDW'ERI�TAT.(AON I"PERSD THETRSSI NUFAN ON TIES I2RER ONARETG BF C D RY L T SS {I WHIC TREJP AN MALFNGINEE0. GENSPDNTH6 siATEOf NOR]H AORTTRSTATEND BLOCK
-NG FOR
IS BEING
WT, _ M ZONES IN — N •
wITH CODE
9.XPPO)URR5 SHEATHING
FOR 11ESICN ARRAS,
11111��1��1111���1�111���1���1���1���111�� �i����1��1la���1II���� ����III���I����I��IIII
FORCE .ANO DI,AALTNrTOGaAOE
N.ALL POINT LOACA FROM BEAM.GIRDERS.COLUMNS.LTC.
ARE TO BE BLOCKED FROM THE POINT LOAD OfROUGH THE
MOST
CAVED.AND THROUODWALL CAME BELOW TO 14,1( iVAN.-f.�_
OIL FOUNOA I ION.BLO .!GALLST S! S La.PATH LOSING I ACR
STUDS,WICKING.ETC. U BE BUILT INTO THE STRLCT I.
II.EVERY TRCSSAAAFTFR REUEL BE CONUE(.ICE T DEE
DOM.TUT PLATE(oR B.{ND/WITH THESPECRHD
HURRICANE TIE STRUCPR AL SHEATNINIi SHALL RUN
COMINUOUNLY o ERTHE DOUBLE TOP PLATE(OR BAND/ALL
ENE WAN DOWN ID ME FOUNDATION AS SHOWN,SO THAT
MERE IS...NOUS WAD PATH..THE ROOF TO TIE
FOUNDATION CAPABLE RESISTING UPLIFT FORCES.
U.NA.ALL BENDERS SHALL DS COMTRUCRF IN
ACONSTRUCT-NSOTCWE IMMM.1. 1
].COITT THE MANHPAW.ALI.ESOEC IMFRTACRMSPNCE
CIA
AITH THE,ISNUFACNRER5 HE MAMEACTUP R'SPECIAL
Al ENE AMISS F.EASTOTER MANORIOURERS
REAL RYME 01 F.FAS:LORC TOG1i9:OS IESI00 LE
CONNECTIRERs,ON
NO RIFTSORR.AMOR NTTIN[;OF WNW..
REQUIMMEN REQ VIXFI.DNTS AND NM TMH BEKIgG
RPQURESTTUT R C
RE-ENGINEEREDTRUSSISBILALLBEg,41GN'a STREET FRONT ELEVATION
'A FABRICATED.AND ERECTED N ACCORDANCE WITH TLUES DRAFTING&DESIGN
PLATE?ROME SHOP D STANDARDS.TRUSS MANCLEARLY
FACTURER
DIDICATE
SHMIPRCVD9E SHOP DRAWINGS MCI CISALLY CIDICAIE
BRACING SILK OVOOHC I RES1 OKS 13E TRUSS 101 N.WILMLNGTON ST.
RAVE. HEN TRUSS
REONER SHLYLAO
POTHAS.REAPROFESSIONAL USSDESIGNFRSHAN
CONTACT A PROFESSIONAL ENGNEER RE(RSTREO N NORTH FEB 2 RICHLANDS,NC 28574
CAROLINA FOR CLARIFICATION. ^ .910.324.2379 ?AX.910.324.2879
TRUSSES SxuL BE DESIGNED TO BEAR ON EXTERIOR WALLS L CONNF_ILDRA_=TING(ayYAHOO.COM
UNLESS WARD.,ALE IS SUMMED BY A rwCKFNED
LUGFF'OOT EG.THERE SHALL BR NO STONITICANT LOADING
POINTS ON INT ERKOR NON.UOAD M ARINO WALLA.
0CM WU.MrrJ TAN t(

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RIGHT ELEVATION I - _—
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p����,����r .. II'l}611UlI1tl STREET FRONT ELEVATION
WATER FRONT ELEVATION — - — ,CA.i...r C
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II
DCM WILMINGTON_ NC
LET'•r ELEVATI IN
Y
5 THL SOLE RESPONZLBEITY OP THE CONTRACTOR AND/OR BUILDER TO CONFORM TO r NOTICE V F.:LE'VATIONS
.STANDARDS,PROVISIONS,REQUIREMENTS,METHODS OF C.ONSTRUCTION AND USES �-
MATEIIAISPROVIDEDINBUIDIN(SAND,OR STRUCTURES AS REQUIRED BY N.C. THIS DRANTNG APPLIES ONLY StFuuANTWO-STORY
(FORM BUILDING CODE,LOCAL AGENCIES AND IN ACCORDANCE WITH GOOD TOTHE SITE SPECIFIED HEREIN, tAN TWCF
:i1NEERING PRACTICES.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. AN707?1F1(USE IS PROHIBITED. Fuu�+ww„' ''•OE"'"�'�
NO PART IS TO RECOPIED. ncard9
rrIEit CONNER DRAFTING&DESIGN NOR ANY OF ITS SUB-CONTRACTORS IS MODIFIED,REDRAWN OR ESPD wcHu PA 4I7 33574 ` 02p12(DO
OTHER THAN INDICATED HFISFIN. WELL\LAN'S COMM((TION MON,9u„EVB,9 !SIiMtT: <
ESED DOCUMENTS.
IS THE OWNDUE AND/ORTO TO HUMANONACTOR:lRCOED OMISSIONS ANY VIOLATION WILL BE A SNEADS FERRY',NC?3460 Luc a,.�ueAu i.3100 N<K,F.<xc� ,Ory
IEEE
E LLYU REVIEW
IT"MESA,
IS THE ER RO CONTRACTORS PRIOR
TO CONSTRUCTION.
DIRECT COPYRIGHT `s
(NY PROBLEMS
FOUNDOU IN THE.REVIEW
PLEA E..NOTIFY CONNER
DRAFTING
AND INFRINGEME T AND IS 96A'n.: ISCAiE. DRAWN BY: I FII MANE.."' �,V W`�•
SIGN PROELGTO ARE IN THE REVIEW SO AN RE NOTIFY C.ONNER BE AiTING AND ` INFRINGEMENT
ILLEGAL USAGE A .2111 ASNOUD cm,{
PRIOR TO BEGINNING CONSTRUCTION SO ANY REVISIONS CAN MADE 02HI2 mD

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£!OZ Z Z 83.E
3_ I A1303a r_, . — --_,E
OPEN DECK CPEN DECK
I0-10. 4.3 10-IV'
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6-6' +'4 2-i 5'.4"—,-5 , - -IE r- ?*2'. t-I J•— /* \1Jc
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R4DR(%)M BEDR(RIM 'q -n -*5'.1"i4-1" RFDROOM
..,� It/-1'x 10'L" �� BEDROOM
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BEDR,IMEll LIVING ROOM VENT -
' IN-- K 23'-a"x15'J"
9 I!
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.3'A" T-6"d "-0•-4I---r-0" / '•-0• A 5.0"
3 I6•-y. d —pPp
.a B !
CON iRFT PORCH
_ell IM g rq 'AII 2 KA.
FIRST FLOOR PLAN SECOND FLOOR PLAN
SCALE;"=ILO" SCALE:."=1'-0'
SQUARE FOOTAGE
CALCULATION S
FIRST FLOOR: _
IT IS THE SOLE RESPONSIPILTTY OP THE CONTRACTOR AND/OR BLTLDER TO CONFORM TO • HEATED 816 SO. FT. T V 1„.----
ALL STANDARDS,PROVISIONS,REQUIREMENT'S,METHODS OF CONSTRUCTION AND USES • OPEN DECKS '36 50. -T. NOTICE ELEVATIONS
OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.G • COVERED PORCHES...0 SQ. FT.
UNIFORM BUILDING CODE,LOCAL AGENCIES AND IN ACCORDANCE WITH GOOD THIS DR AWING APPLIES ONI 1' 4, AI AN ,)- �Ry G t2 t2
ENGINEERING PRACTICES.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. SECOND FLOOR: TO'PRE
HTE OTHER USE SPECIFIED
HERE IETT t N.
D. 1590 SQ.`T'
NEITHER CONNER DRAFTING&DESIGN NOR ANY OF ITS SUB-CONTRACTORS IS • HEATED 774 SQ. FT. NO PART IS 1'O BE COPIED. e�•••••'01.""d111,14•.°`"i6i(
4.3
RESPONSIBLE FOR ANY PROBLEMS DUE TO TO HUMAN ERROR AND/OR OMISSIONS ON • OPEN DECKS 144 SO. FT. M(D1FEID,REDRAWN OR USED II.A BOX 61'
(YrH(R THAN INDICATED HERE I\- •rELIOL4N'S CON SOLE VIOLA we �'NN_+, \ 02.017!'r
THESE DOCUMENTS.IT IS THE OWNF:RAND/OR CONTRACTORS RESPONSIBILITY TO • COVERED PORCHES..-192 SQ. FT. eHA\F-sl1243100
CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS PRIOR TO CONSTRUCTION. ANY':ECr CC1,N WILT..BE P. $HEADS F'EItR).NC'1eJ60 F k41t Cc NP.4x:111AfTIN Y, SHEET:
_ •IF ANY PROBLEMS ARE FOUND IN THE REVIEW PLEASE NOTIFY CONNER DRAFTING AND TOTAL HEATED 1 590 SQ. F-. DI(1ECT COP57UGFIT ..m taa>w PEl 11(g4...R11XOOl�
` DESIGN PRIOR TO BEGINNING CONSTRUCTION SO ANY REVISIONS CAN BE MADE.02012 CDD INFRINGEMENT ILLC AN.)IS /IAh: SC J DR SEN lIT c FlI K.I.i•""r.F•�n,T
v CONSIDCRED ILLEGAL CSAGE.dv nzaD Va•=Ivr

1
OTIMIS TO>l UICII, 4R.t11e1IP CQ►NTRArr=WAr A T i D
[W oi"'.(form 120)for guidance in complatins this fonts)
will only for rcet aid does sot have
NOTE: This contract isproperty Buyer immediate plans to subdivide. It should mast be used to sell propety that ie'beinp trobeSvided unless the property has been platted,
ropesly wowed and r ecarded with the resistor of deeds as of the date of the comma If Seller is Buyees builder Awl the sale
iatvolves the construction of a new sib family throllinp prior be closing,use the standard Offer to Purchase awl Centred -New
Coostmcrion(Farm 800-'!for, if ttee coastruction is cammpleted.use the Offer to Purchase sad Cowart(Form 2-T,)with New
Construction A (Foci 2A3-1).
F'4'valnsble ecocideeetice,the receipt Oil ilitlei gairtoiency of WW1 1 a e;Waft acknjowitdoed, to purchase and Sk any
lar
tweet acantniocit apses to salt end convey the Propertyea the eneuenduentistiorts ofthis Oiler To Purchase and Content sad
*Mendota et motion mark in*cc esience ire terms(torgrOser this"Cante+tet ).
z__ TERMS AND DEFINITIONS:The term lifted balm shalt Effie respective Incoming donnas set forth adjscses to
each
(a Seln" ,- { i
(b)H % 1 ELLMAP, CaltiJ
(c)""e+ +R*f:The Prepay,dna;Weir; therketel estate described beker imptidier with all ipporteeincee thereto including
the h located ons.WU8 lithe will a (inohile) ), and S er*atid
rain 2A11-T)
with this offer.
Street Address: —
City: t Nordte t~a
►ty. overt z> ,school art mMil' ' '> 'x 'et+er 3
(NOTE:dams Y
Letod man:(Complete 4LL e)31 Plot ,e:I t/Llgt___ r ecti Subdivisien/C ,
_ _ — -
as am Plat BooidS ids
Tefi or other is: _ _ ._ 4 ��M _ ,P s) _
SE41d
Other`ies '...-~...._'_ is Data Boar Sumsocsaa be Propiesty may be described
(4) ": to
?'pad ba :8.Dollars the]Et duo Date
S Nfer BY DUE DILIGENCE medsF ► to t aw Agent weed si
BY fl4MAL EARNEST hd �fI rp
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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 r. insurance Company Use:' `''
Al. Building Owner's Name ",icy Number
Wellman Construction Co. ,
A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. mpany NAIC Number
9004 9th Street ',, r'-' . .� ,',. �. ,;.,
.:,'
City State ZIP Code .
Surf City NC 28460
A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.)
Tax Parcel ID 804-123, Lot 31, Block 28, MB 9 pg 71 Old Settlers Beach 4
A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential
A5. Latitude/Longitude: Lat.34°26'48.93" Long,77°30'43.98" Horizontal Datum: 0 NAD 1927 ►:4 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 crawispace or enclosure(s). A9. For a building with an attached garage:a)Square footage of '
crawispace or enclosure(s) N/A sq ft a) Square footage of attached garage NONE sq ft
b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage
enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? 0 Yes E No d) Engineered flood openings? ❑ Yes E No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION
81.NFIP Community Name&Community Number B2.County Name B3.State
370186 Surf City Onslow NC
B4. Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel 88.Flood B9.Base Flood Elevation(s)(Zone
3720424500 K Date Effective/Revised Date Zone(s) AO,use base flood depth)
Feb.16,2007 November 3`d,2005 "VE" 12.0'
810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑ FIS Profile E FIRM 0 Community Determined 0 Other(Describe)
B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 E NAVD 1988 0 Other(Describe)
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes E No
Designation Date 0 CBRS 0 OPA
SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
Ci. Building elevations are based on: E Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations-Zones A1-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 ttbetsame cfoum as the BFE.
Benchmark Utilized NCGS"PUBLIC" ,'(O' Vertical Datum NAVD88
Conversion/Comments NONE t
C� ; r)�`� Check the measurement used.
a) Top of bottom floor(including basement,crawlspa*CLlenclosure floor) 15.00 E feet 0 meters(Puerto Rico only)
b) Top of the next higher floor N/A E feet ❑meters(Puerto Rico only)
c) Bottom of the lowest horizontal structural member(V Zones only) 13.00 E feet 0 meters(Puerto Rico only)
d) Attached garage(top of slab) N/A E feet 0 meters(Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 13.00 E feet 0 meters(Puerto Rico only)
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 4.4 E feet 0 meters(Puerto Rico only)
g) Highest adjacent(finished)grade next to building(HAG) 4.7 ►2 feet 0 meters(Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs,including 4.7 E feet ❑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
information. I certify that the information on this Certificate represents my best efforts to interpret the data available. itsuuip,
I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001. % ,0H CAR, •
El Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ���i .,
licensed land surveyor? ® Yes ❑ No `` • •':Certifier's Name License NumberZ ‘04-' \
Gairy I.Canady L-2904 t r
Title Company Name ` ' e.
Professional Land Surveyor Gairy Canady Surveying ® ' .,lr �
Address - City State ZIP Code '�i4, . oak

•
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
9004 9th Street
City State ZIP Code
Surf City NC 28460
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
Sig re Date 2/14/13
❑ 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 a feet 0 meters ❑above or 0 below the HAG.
b)Top of bottom floor(including basement,crawlspace,or enclosure)is a feet ❑meters 0 above or 0 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 0 feet ❑meters a above or a 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 0 feet ❑meters ❑above or❑below the HAG.
U. 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? 0 Yes 0 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 attachments
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.
G1.0 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 BEE)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: a New Construction a Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building: 0 feet 0 meters(PR)Datum
G9. BEE or(in Zone AO)depth of flooding at the building site: a feet a meters(PR)Datum
G10.Community's design flood elevation ❑feet ❑meters(PR)Datum
Local Official's Name RECEIVE D Title
0CM WtLMINGTON NC
Community Name Telephone
FEB 2 5 2013
Signature Date
Comments

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LPONAM CERTIFIED MAILTM RECEIPT
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Local Permit Officer for LOCAL GOVER ,
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the enclosed no objection form. If you have any questions or comments about my proposed project,please
contact me at (II ..y 1 0 ,or by mail at the address listed below. If you wish to
App icant's Telephone
file written comments or objections with the LOCAL GOVERNMENT CAMA Minor Permit Program,you may submit
them to:
LPO NAME U.S. Postal Service,.
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DCM WiILMIAI I,._..

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WELLMAN'S CONSTRUCTION, INC. as&T 8944
P. O. BOX 8 BRANCH BANKING AND TRUST COMPANY
HOLLY RIDGE,NC 28445 1-800-BANK BBT BBT.com
910-329-4356 66-112/531
2/14/2013
0
PAY TO THE NCDENR I
ORDER OF 1 $ **50.00
Fifty and owl
00***********************************************************..**************************************************
DOLLARS
NCDENR
127 Cardinal Drive Ext.
Wilmington NC 28405
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MEMO
CAMA Exemp /3__0 _..._._ — __.
HOFIT ED SIGNATURE — -�
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