SCEX_10-02_ Lockamy

• A
NCDENR •
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
January 29, 2010 Exemption Number—EX 10-02
Billy Lockamy
PO Box 67
Clinton, NC 28328
RE: EXEMPTED PROJECT (MINORS) SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA
OF ENVIRONMENTAL CONCERN— (15A NCAC 07K .0213)
PROJECT LOCATIONIADDRESS— 1909 N. New River Dr., Surf City, Onslow County, NC.
Dear Mr. Lockamy:
I have reviewed the information submitted to this office in your inquiry 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 January 29, 2010, 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 drawing, dated received January 29, 2010, and it also meets the
conditions specified below. If your 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.
127 Cardinal Drive Ext.,Wilmington,NC 28405 One T�Ttl,(`a rrJ i n a

•
•
Mr. Lockamy
Page 2
January 29, 2010
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.
Sincerely,
Steven H. Everhart, PhD
District Manager
127 Cardinal Drive Ext.
Wilmington, NC 28405

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EMN NORTH NEW RIVER DRIVE ( R/W)
1909 NORTH NEW RIVER DRIVE
PRELIMINARY PLOT PLAN
FLOOD CERTIFICATION LEGEND
LIP--LwsnNO IRON PIPE PP--POWER POLE MBL-MINIMUM BUILDING UNE
THIS IS TO CERTIFY THAT THIS PROPERTY 15 DB--DEED BOOK PG--PACE EPP--E1ISTING PK NAIL EIS--EXISTING IRON STAKE
LOCATED IN FLOOD HAZARD ZONE YE" PER R/W--RIGHT OF WAY MB--MAP BOOK NPK--NEW PK NAIL NIS--NEW IRON STAKE
COMMUNITY 3LOOD PANEL ZONE "45DOK C/L--CENTEAUNL CP--COMPLIED POINT R--RADIUS ECM--EXISTING CONCRETE MONUMENT
-E- --OVERHEAD ELECTRIC UNE CONC--CONCRETE D k U.E.--DRAINAGE AND UTILITY EASEMENT
THIS IS TO CEpFY'I*F' MAP AND SURVEY FOR
SURVEY WA OON w•AQCOR CE WITH
THE STAN Z_ .PRACTICE'.: IS% LAND BILLY LOCKAMY
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LATITUDt'G AND DEPARTURESRES IS IS•1:104003/4. LOTS: 2 JBLOCK: RV 32 (SECTION: 4 GAIRY CANADY SUM/EYING
THIS S VLY IS-AN EKISTING PARCEL,:Of 1P0 BOX 915
SUBDIVISON: OLD SETTLERS BEACH
LAND. 9103 RICHLANDS HIGHWAY
COUNTY: FENDER (TOWNSHIP: RICHLANDS, NC 28574
l0/29�og DATE:10/29/09'SCALE: 1"= o
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National Flood Insurance Program
V-Zone Certification
Property Information For insurance Company Use
Name Policy Number
Billy Lockamy
Structure Address or Other Description
1909 North New River Drive
City State Zip Code
Surf City NC 28445
Section I: Flood Insurance Rate Map (FIRM) Information
Note:to be obtained from appropriate FIRMS
1: Community Number 2: Panel Number 3: Suffix 4: Date of FIRM Index 5: FIRM Zone
370186 3720427500 K 2/16/07 VE
Section II: Elevation Information
Note:This form is not a substitute for an Elevation Certificate.Elevations should be rounded to the nearest tenth of a foot.
1. Elevation of the Bottom of The Lowest Horizontal Structure Member 13.5 feet(NGVD)
2. Base Flood Elevation 13 feet(NGVD)
3. Elevation of Lowest Adjacent Grade 3.9 feet(NGVD)
4.Approximate Depth of Anticipated Scour/Erosion Used for Foundation Design... 2.1 feet
5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade....... 8 feet
Section III: Zone Certification Information
Note:This section must be certified by a registered engineer or architect
I certify that I have developed or reviewed the structural design, plans and specifications for construction
and that the methods of construction are in accordance with the accepted standards of practice for meeting the
following provisions:
a)The bottom of the lowest horizontal structure member of the lowest floor(excluding the pilings or
columns)is elevated to or above the BFE.
b)The pile or column foundation and structure attached thereto is anchored to resist flotation collapse and
lateral movement due to the effects of the wind and water loads acting simultaneously on all building
components.Water loading values used are those associated with the base flood including wave action.
Wind loading values used are those required by the applicable State or local building code.The potential
for scour and erosion at the foundation has been anticipated for conditions associated with the base
flood.
Section IV: Breakaway Wall Certification Statement
Note:This section must be certified by a registered engineer or architect when breakaway
walls exceed a design safe loading resistance of 20 pounds per square foot.
I certify that I have developed or reviewed the structural design, plans and specifications for construction
and the design and methods of construction of the breakawaywalls are in accordance with accepted
standards of practice for meeting the following provisions:
a) Breakaway collapse shall result from a water load less than that which would occur during the base
flood.
b)The elevated portion of the building and supporting foundation system shall not be subject to collapse,
displacement, or other structural damage due to the effects of wind and water loads acting
simultaneously on all building components(wind and water loading values defined under Section III).
Section V: Certification
(Check:Section III X and/or Section IV
Name of Certifier
Gilbert W. Reece
Title License Number
Structural Engineer 022659
Street Address o� Phone Number
`, N11111ktw
402 North Topsail Dr � t\ CAR ka,� 910.200.7616
City .�� � V;,%1 ` . State Zip Code
Surf City 4! �¢O ; 28445
Signature SEA 5.ik Date
,,, ,ar.... � ��,lI tI 0

AEC HAZARD NOTICE
Project Is In An: Ocean Erodible Area /High Hazard Flood Area Inlet Hazard Area
Date Lot Was Platted: / 960 O SPECIAL NOTE: This hazard notice is required for
This notice is intended to make you,the applicant,aware development in areas subject to sudden and massive
stormsand erosion.Permits issued for development in this
of the special risks and conditions associated with
development in this area, which is to natural area expire on December 31 of the third year following the
P subjectyear in which the permit was issued.Shortly before work
hazards such as storms,erosion and currents.The rules ofbegins on the project site, the Local Permit Officer will
the Coastal Resources Commission require that you determine the vegetation line and setback distance at your
receive an AEC Hazard Notice and acknowledge that site.If the property has seen little change and the proposed
notice in writing before a permit for development can be development can still meet the setback requirement, the
issued. LPO will inform you that you may begin work.It is impor-
The Commission's rules on building standards,oceanfront tant that you check with the LPO before the permit expires
setbacks and dune alteration are designed to minimize,but for official approval to continue the work after the permit
not eliminate, property loss from hazards. By granting has expired. Generally, if foundation pilings have been
permits, the Coastal Resources Commission does not placed and substantial progress is continuing, permit
guarantee the safety of the development and assumes no renewal may not be necessary.If substantial progress has
liability for future damage to the development. not been made, the permit must be renewed and a new
bythe Coastal setback line established. It is unlawful to continue work
The best available information,as accepted
after permit expiration without this approval.
Resources Commission, indicates that the annual ocean
erosion rate for the area where your property is located is
feet per year. For more information,contact:
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. _Studies also indicate that the shoreline could move as Sire&iiit .c/ 1 .
much as /SS feet landward in a major storm. Local Permit Officer �
The flood waters in a major storm are predicted to be about
D iVi S,o�/ e C)4c7 �� 4'/D /L
'feet deep in this area. 12 1 &4PfA//h._ Pe /
Prerred oceanfront protection measures are beach Address
et
nourishment and relocation of threatened structures. / ,// / n pilTl
Hard erosion control structures such as bulkheads, Id/L-/x//t 7 N /V C 2d ES
seawalls,revetments, groins,jetties and breakwaters are Locality
prohibited.Temporary devices,including sand bags,may
be allowed under certain conditions. 9/4 - 799C '72/6-
This structure shall be relocated or dismantled within two Phone
years of becoming imminently threatened.
The applicant must acknowledge this information and
requirements by signing this notice in the below space.
Without the proper signature, the application will not be
complete. /
"40, G
Applicant's Sign lure
/ 2- / d
Date
9u/21 0 , /JC.

LOCATIONS OF DRAINBEDS MAY VARY
STORMWATER CONTROL CALCULATIONS LOCATIONS OF DOWNSPOUTS MAY VARY
FOR 1.5"OF RAINFALL IN 24 HOURS.
ROOF AREA 1 ——
TOTAL=APPROX.1374 SQ.FT. I DOWNSPOUT
1
VOLUME 1.5"RAIN IN 24 HOURS ON ROOF I __ _
1374/8=172 CU.FT. r 1. r
I I
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BED VOLUME I 1
172 CU.FT./40%VOID SPACE IN STONE=430 CU.FT. 1 I
\ • \
BED SIZE
2 BED©3'Dx4'Wx20'L=480 CU.FT. 11
480 CU.FT.PROVIDED 430 CU.FT.REQUIRED Roofed Area b
Nb 1374 SF N
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1 1
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1
DRAIN BED L — t �\
4"PIPE
SELECT FILL
DRAINBED SECTION -PERFORATED PIPE LINE BED WITH FILTER
FABRIC ALL SIDES
NOT TO SCALE %////////////////D////////%%!%//%/////////////���
A=4'
B=1'-4"
ASTM#4 STONE OR C=3'-6"
#57 STONE D=6"
L=20'
INSTALLATION NOTE:ROOF WATER COLLECTED BY GUTTERS AND
JOINED WIDRAIN FIELD AT BOTH ENDS AND BOTH SIDES
DOWN SPOUT DETAIL
4"DOWN SPOUT
ALLOW CORRUGATED PIPE
TO OVERLAP DOWN SPOUT q"CORRUGATED PIPE
ALL DOWN SPOUTS =E
.
CORRUGATED PLASTIC PIPE %,•(N CA�RO‘4-.
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1/11/2010 10:25:13 AM linsat11111tiO,
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REECE ENGINEERING STORMWATER PLAN
402 N.TOPSAIL DR. BILL LOCKAMY
SURF CITY, NC 28445 1909 NORTH NEW RIVER Project number 09-172
SURF CITY,N.C. Date 12/28/09 C 1 ,1
oin'31111-min Drawn by AMH

• ,1-eJ -1YJ lD•10 Lanln i Lnlvl"1U i LnIVV JURVC i1CL: 17-�C`r-�pl'J0 r•U=
,.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No-1660-0008
ederal Emergency Management Agency _ I Expires March 31,2012
National Flood Insurance Program Important: Read the instructions On pages 1-9.
SECTION A-PROPERTY INFORMATION �For Con . • e.
tneuran4e .. .Us
. .
Al. Building Owner's Name c N bO
Billy Lockamy - ,
A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Cmpany NAI6,1umber
1909 N. New River Drive _
City Stale ZIP Code
Surf City NC _ .28445
A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.)
d _
A4. Building Use(e.g„Residential,Non-Residential,Addition,Accessory,etc.)Residential
A5. Latitude/Longitude:Lat.34°26'41.1" Long.77'30',�2_' Horizontal Datum: ❑ NAD 1927 ED 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 8
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) __NM- sq ft a) Square footage of attached garage N/A 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 NIA within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b NIA sq in c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes 0 No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1.NFIP Community Name&Community Number
�
B2.County Name 63.State
701e6 Surf City,Town of _ Pander - NC
B4. Map/Panel Number B5.Suffix 66.FIRM Index B7.FIRM Panel - B8.Flood B9 Base Flood Elevation(s)(Zone
3720424600 K Date Effective/Revised Pete Zone(s) AO,use base flood depth)
Feb 16'",2007 Feb 16",2007 "VE" 13.0'
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
u FIS Profile ® FIRM El Community Determined 0 Other(Describe)
B1 1 Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? El Yes El No
Designation Date ._ 0 CBRS ❑ OPA
SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
Cl. 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,All,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 NCGSM"Firth" Vertical Datum _j4AVD88
Conversion/Comments
Check the measurement used.
a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 0 feet ❑meters(Puerto Rico only)
b) Top of the next higher floor ®feet 0 meters(Puerto Rico only)
c) Bottom of the lowest horizontal structural member(V Zones only) 13.0 ®feet ❑meters(Puerto Rico only)
d) Attached garage(top of slab) ®feet ❑meters(Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building
13.0 ®feet El meters(Puerto Rico only)
(Describe type of equipment and location in Comments) ®met El meters(Puerto Rico only)
() Lowest adjacent(finished)wade next to building(LAG) 3.9 El feet 0 meters(Puerto Rico only)
g) Highest adjacent(finished)grade next to building(HAG) 0 feet 0 meters(Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs,including
structural su ort
SECTION D-SURVEYOR, ENGINEER, 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 t0 interpret the data available,
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. .."48..it .
❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
licensed land surveyor? ® Yes ❑ No {
Certifier's Name - License Number ;�
Garry I.Canady_ _ _ L-29Q4 ;�.'2-� 0
Titti Company Name
Professional Land Surveyor _ Gairy Canady Surveying - -A i'/Z /c'9
CityState ZIP Code
PO So Rlchleede NC - '
28574 _ • ,.
PO Sox 915 Date Telephone +.
Signature-�� �' rtm,s,.•94"' 2009 (91Q)324-4618

dv-LI -1t6 lb:lb let-1,tiY LHNhUY LI-IND SURVEY TEL:919-3E4-38W8 P:03
• ?ORTANT: In these spaces,copy the corresponding Information from Section A. •For-Insurance Company Use:
_wilding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Rollcy Number - 1
1909 N. New River Drive
City _ State ZIP Code •Company IyAIC urat r
Surf City. NC _ 2f1446
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 •
- roil`�/0`� _
SignalurCe' Date 0 Check here if attachments
SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT 13FE)
For Zones AO and A(without BFE),complete Items El-E5. lithe 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 0 meters 0 above or 0 below the HAG
b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet 0 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 0 above or ❑below the HAG.
E3. Attached garage(top of slab)is 0 feet 0 meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑feet 0 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? fl Yes 0 No 0 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
- _Date telephone
Signature --.,
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 ❑ 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 [1 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.
L;4.Permit Numbrrr G5, Date Permit Issued ` G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement
— 0 feet 0 meters(PR)Datum
G8. Elevation of as-built lowest floor(including basement)of the building: , meters(PR)Datum
G9. BFE or(in Zone AO)depth of flooding at the building site n feet 0
❑feet ❑meters(PR)Datum
G10.Community's design flood elevation — --
' — —
LOral Official's Name Title
•—
Community Nrrme Telephone _ _
— - Date
Signature
Comments
_0 Sheck_tiere if at.achmeals

. ' Steve Everhart Page 1 of 4
OWNERSHIP 01092010 15442 301 PROPERTY DESCRIPTION TAX SUBDIVISIONS MAP NUMBER CARD NO
LOCKAMY BILLY C OLD SET 4 B32 L2 STUMP SOUND TWP 801 95, 1
TOWN OF SURF CITY RECORD NUMBER:. 1811
PO BOX 67 ROUTE 30010086
CLINTON NC 28328 TEMP-424512 89 LISTER:JJ120804 - 5
DEED:3336 223U12152009 - 2 1909 N NEW RIVER DR REVIEW:JJ102105
TOPO 'STREET 'UTILITY ZONING 0.17 ACRES NBHD
LEVEL 'PAVED TALL PUB MHS 3001
'HEAVY I NOTES:
I I VDY
#'LAND CLASS I SIZE IBASERATE*FRNT*DPTH*ADJ=ADJRATE*UNITS=LND-VALUE
1137FWVIEW 1 60F 120D1 505010.0010.001 I 50501 601 303000
LAND VALUE: 303000
#'OTHER FEAT 1 SIZE IBASERATE*COND =ADJRATE*UNITS=OFB-VALUE
OTHER VALUE: 0
FNDATIONIXTRFNISHIROOFTYPEIROOFMTRLISIZE/QTYI
I I I I 1
I 1 1 11.00STHT1
1 1 I I 1
WALLFNSHIFLOORS !HEAT&AIRIHEATFUELI I
I I 1 I I
1 I I I 1
I I I I I
VACANT 0
#ISTRUCTUREISKTCH-SF*STHT= AREA RATE*GRDF+HEAT+EXWL*WLHT=ADJRAT* AREA= RPCN* DEPF*CNDF=STR-VALUE
STRUCTURE VALUE: 0
VALUATION' VALUEIPREV-VAL.IP-N%I I I TOTAL VALUE 303000
LAND I I I 3030001 500001606%1 I 11833150LV/AC
OTHERFEATI I I 01 I I I I
STRUCTURE' I I 01 1 I I 1
TOTAL I I I 3030001 500001606%1 I 1
APPRAISED-VALUE: 303000

Steve Everhart rage 2 of 4
LEGEND
HighLighted SubFeature
Road Name
Parcels
City Boundaries
WLLY RIt GC
NORTH TOPSMl BEACH
RIC+ILANW`
SC":r/ -".` SURF CITY
'• •f' - - - SWANSE*ORO
Aeriabs FDDB
aGountf—
SURF CITY
8•'-g,l
C_••
..
•
•
I 14•ft �.
WARNING: THIS IS NG', SURVEY!***
This map is prepared for the inventory of real property found within this jurisdiction, and is compiled from recorded deeds,
plats, and other public records and data. Users of this map are hereby notified that the aforementioned public primary
information sources should be consulted for verification of the information contained on this map. The County and mapping
company assume no legal responsibility for the information contained on this map.

. ' Steve Everhart Page .3 014
•
Tax Parcel ID: 801-95
Tax Record Number: 1811
NC PIN Number: 424512766284
Owner Name: BASS GEORGE LEMMIE & MARY E
Property Address: 1909 N NEW RIVER DR
Deed Book and Page: 749117
Date Deed Recorded: 1985-09-18 00:00:00.0
Current Tax Value: 303000
Structure Value: 0
Land Value: 303000
Other Building Value: 0
City Code: 25
Improvement Code: V
Neighborhood Code: 3001
Property Description: OLD SET 4 B32 L2
Abstract Tax Value: 303000
Deed Stamp Amount: 20000
Plat Book and Page: 11-030
Tax Acreage Charged: 0.17
Heated Living Area Sq Ft: 0
Township Code: 114
Year Erected: 0
Mailing Address: 2965 BASSTOWN RD
City, State Mailing Address: CLINTON NC
Mailing Zipcode: 28328

BILLY LOCKAMY 5974
SPECIAL ACCOUNT 66-162/531
NCDL 2337985 �/ BRANCH 21002
P 0 Box 1992 910-564-6395 / 29/O Date
Clinton,NC 28329
ord
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