SCEX_10-01_ Stewart

A '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 28, 2010 Exemption Number—EX 10-01
Dennis Stewart
405 Vinson Rd.
Goldsboro, NC 27534
RE: EXEMPTED PROJECT (MINORS) SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA
OF ENVIRONMENTAL CONCERN— (15A NCAC 07K .0213)
PROJECT LOCATIONIADDRESS—912 Broadway Ave., Surf City, Onslow County, NC.
Dear Mr. Stewart:
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 26, 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 25, 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.
One
127 Cardinal Drive Ext.,Wilmington,NC 28405 T.T°North Carolina
oV
o� o,n Boa�0,F RAY. n Q� _a4c_sgFa Intemeh.www.nccoastalmanaaement.net -*1 , _ _ //_

•
Mr. Stewart
Page 2
January 28, 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,
4011
Steven H. Everhart, PhD
District Manager
127 Cardinal Drive Ext.
Wilmington, NC 28405
Cc: A. D. Register, Agent

AEC HAZARD NOTICE
Project Is In An: Ocean Erodible Area V High Hazard Flood Area Inlet Hazard Area
Property Owner: aL S _Sfe,✓A4- f Dennis Stewart
�^t 405 Vinson Rd.
Property Address: Y f 2 a2 '✓ y )4v c Goldsboro, NC 27534 {ot_OJBa gb N .G
� 7.,9y
Date Lot Was Platted: /96a
This notice is intended to make you,the applicant,aware of the SPECIAL NOTE:This hazard notice is required for development
special risks and conditions associated with development in this in areas subject to sudden and massive storms and erosion.Permits
area,which is subject to natural hazards such as storms,erosion issued for development in this area expire on December 31 of the
and currents. The rules of the Coastal Resources Commission third year following the year in which the permit was issued.
require that you receive an AEC Hazard Notice and acknowledge Shortly before work begins on the project site,the Local Permit
that notice in writing before a permit for development can be Officer must be contacted to determine the vegetation line and
issued. setback distance at your site.If the property has seen little change
since the time of permit issuance,and the proposed development
The Commission's rules on building standards, oceanfront can still meet the setback requirement,the LPO will inform you
setbacks and dune alterations are designed to minimize,but not that you may begin work. Substantial progress on the project
eliminate,property loss from hazards.By granting permits, the must be made within 60 days of this setback determination, or
Coastal Resources Commission does not guarantee the safety of the setback must be remeasured.Also,the occurrence of a major
the development and assumes no liability for future damage to shoreline change as the result of a storm within the 60-day period
the development. Permits issued in the Ocean Hazard Area of will necessitate remeasurement of the setback. It is important
Environmental Concern include the condition that structures be that you check with the LPO before the permit expires for official
relocated or dismantled if they become imminently threatened by approval to continue the work after the permit has expired.
changes in shoreline configuration. The structure(s) must be Generally,if foundation pilings have been placed and substantial
relocated or dismantled within two (2) years of becoming progress is continuing,permit renewal can be authorized. It is
imminently threatened, and in any case upon its collapse or unlawful to continue work after permit expiration.
subsidence.
The best available information, as accepted by the Coastal For more information, contact:
Resources Commission, indicates that the annual long-term
average oceerosion rate for the area where your property is r�=�/� V -N
located is feet per year. Local Permit Officer
The rate was established by careful analysis of aerial photograpl; NC DIV. OF COASTAL MGMT
of the coastline taken over the past 50 years. 127 CARDINAL LN
WILMINGTON NC 28405
Studies also indicate that the shoreline could move as much as 910-796-7215
+�3S feet landward in a major storm.
The flood waters in a major storm are predicted to be about
I -' feet deep in this area. Phone Number
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 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.
/1

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. The Reasons
Natural forces of water and wind collide with tons of force, even The beachfront is an ever-changing landform. The beach and the
on calm days. dunes are natural"shock absorbers,"taking the beating of the wind
and waves and protection the inland areas. By incorporating
Man-made structures cannot be guaranteed to survive the force of a building setbacks into the regulations, you have a good chance of
hurricane. Long-term erosion (or barrier island migration) may enjoying the full life of the structure. At first, it seems very
take from two to ten feet of the beach each year, and, sooner or inviting to build your dream house as close to the beach as
later,will threaten oceanfront structures. These are the facts of life possible, but in five years you could find the dream has become a
for oceanfront property owners. nightmare as high tides and storm tides threaten your investment.
The Coastal Resources Commission (CRC) has adopted rules for The Exception
building along the oceanfront. The rules are intended to avoid an The Coastal Resources Commission recognized that these rules,
unreasonable risk to life and property, and to limit public and initially passed in June 1979, might prove a hardship for some
private losses from storm and long-term erosion. These rules property owners. Therefore, they established an exception for lots
lessen but do not eliminate the element of risk in oceanfront that cannot meet the setback requirement. The exception allows
development. buildings in front of the current setback,if the following conditions
apply:
As you consider building along the oceanfront,the CRC wants you
to understand the rules and the risks. With this knowledge, you (1)the lot must have been platted as of June 1, 1979, and is not
can make a more informed decision about where and how to build capable of being enlarged by combining with adjoining land
in the coastal area. under the same ownership;
(2) development must be constructed as far back on the property
The Rules as possible and in no case less than 60 feet landward of the
When you build along the oceanfront, coastal management rules vegetation line;
require that the structure be sited to fit safely into the beach (3)no development can take place on the frontal dune;
environment. (4) special construction standards on piling depth and square
footage must be met;and
Structures along the oceanfront, less than 5,000 square feet in size, (5)all other CAMA,state and local regulations must be met.
must be behind the frontal dune, landward of the crest of the
primary dune, and set back from the first line of stable natural The exception is not available in the Inlet Hazard Area.
vegetation a distance equal to 30 times the annual erosion rate (a
minimum of 60 feet). The setback calculation increases as the size To determine eligibility for the exception the Local Permit Officer
of the structure increases [15A NCAC 7H.0306(a)(2)]. For will make these measurements and observations:
example: A structure between 5,000 and 10,000 square feet would /
require a setback from the first line of stable,natural vegetation to lPT required setback from vegetation line
a distance equal to 60 times the annual erosion rate(a minimum of J
120 feet). The graduated setback continues to increase through -'//A exception setback(maximum feasible) Pf(
structure sizes greater than 100,000 square feet. / c'
420- rear property line setback
44 max.allowable square footage on lowest floor
piling length needed to extend 4 feet below MSL
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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 OW& MOO w ' R
Al. Building Owner's Name ,,, - " `*""'"f pErlt�l S E. 1L14Ar21
A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. r "' ar'- '
9. ( Z I -DA►0WAY 4 ..
City SUrzc L-I/1{ State c ZIP Code
A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.)
L_'t1'I I, I3Loc 37 5CL7 Er"u -Z
' , oW Li - -S 13E1.H . 1/1K (At2GEL- 8c)I I4=5
A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Pose-9 RCS' 11-AL-
A5. Latitude/Longitude:Lat. 34'' Z6' 34,36" hJ Long. 7-7'3i' I I.3$" IA- Horizontal Datum: ❑NAD 1927 ErNAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. nl/A
A7. Building Diagram Number Co Prtoeo'r
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: I
a) Square footage of crawlspace or enclosure(s) Z3� sq ft a) Square footage of attached garage t`/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 N//1 within 1.0 foot above adjacent grade r1 fA
c) Total net area of flood openings in A8.b t-I/A sq in c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑Yes ❑No d) Engineered flood openings? ❑Yes ❑ No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
Bi.NFIP Community Name&Community Number B2.County Name B3.State
"[oiJ.J oI' 4.u(Ll'Ut- SI.oi..i 1-� L.
134.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood 89.Base Flood Elevation(s)(Zone
Date Effective/Revised Date Zone(s) AO,use base flood depth)
37Za'}-Z4j00 K Fl:(;, I (/1-.07 FEj I (, Zoo/ V e 12.0 [i2
B10. Indicate the source of the ase Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑FIS Profile lEtIRM Community Determined ❑Other(Describe)
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ErNAVD 1988 ❑Other(Describe) •
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes [l'�lo
Designation Date I-1//1 ❑CBRS ❑OPA
•
SECTION,C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
C1. Building elevations are based on: ,L-'/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,ARIA,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. o
Benchmark Utilized Lo c-A L- 'id I-( Vertical Datum NI 64 o
Conversion/Comments r-I/A
I Check the measurement used.
a) Top of bottom floor(including basement,crawlspace,or enclosure floor) I`'/a ._8 feet meters(Puerto Rico only)
b) Top of the next higher floor t-1/4 . 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) id/A ._❑feet 0 meters(Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building N/A ._0 feet ❑meters(Puerto Rico only)
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) - . 5 [ eet ❑meters(Puerto Rico only)
g) Highest adjacent(finished)grade next to building(HAG) Z . to Reet ❑meters(Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs,including I-I/A ._❑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. /certify that the information on this Certificate represents my best efforts to interpret the data available. �\01 11
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ��,`N CA RD //i
0 Check here if comments are provided on back of form. Were latitude and longitude in Section A ro ided by a . Q`•oFESSfO••./�f •
licensed land surveyor? ❑Yes [�No 4 I S 'Q` t Y
Q - -
Certifier shame License Number _ SEAL
PA�I WES ioor•) l_-358`� r L-3588 Q:
Title C mpany Name IC)• O;•
r�rESSIook... L.ArI� Su2�Ero� �IA�19 I. I,�(CS�rJ c-A�� s u r�✓E'(rJGr ,-1 do ;•
Address City State ZIP Code �i�li•'. SUF•.
SI r1•I�. 6(Lt S o v I t_t� r�.4 2S �1-a '0 p T, WG�
Signature ---• _,- /_ '�-•- Date., ,-, a �, Telephone f-,,_ -,_a ,-,�-, I g 1%0

. IMPORTANT: In these spaces,copy the corresponding information from Section A. �Forlsur�nce�omany� 7se, ey
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. <I'oii;�y Humber �''1
-
9 r �IzoA 9 kLAY � � r
City IJ I� C I-Is"( State I C 1-8 4-4-5
Code o Al • e
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 60/.7M S'r2U4—LA I-'1�'t-geit At,I9 6As---- or ALL-t'I 0-6IC2'(alt UlevIC
SCO /tc►tik 1920NSO US'r CatASrrtvg-1 AiA I`(IaiMurr EL,Ev, aF 12.o Fe(r(rJAv' a0. 5c6
ArrAcI-IMEhl( C--,a_ E U120 oP6.II>,I6r5 (Fi vEJrc
Signature /�.,� ' Date q
/ � "- I--Z�'D 1 ErCheck 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,crawispace,or enclosure)is _ ❑feet CI meters ❑above or El below the HAG.
b)Top of bottom floor(including basement,crawlspace,or enclosure)is _ ❑feet ❑meters Dabove or El below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Sectiq 44 Items 8 and/or 9(see a es 8-9 of Instructions),the next higher floor
(elevation C2.b in the diagrams)of the building is _❑feet I_J meters ❑above or U 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 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? El 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,8,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.
Gl. ❑ 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 El Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building El 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 El meters(PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
I I f`hnn4 hors if nffnrhmcnfc

•
To NC Hwy. 172 A (
o y & r\ I C8) I O
in 210 o
New \ /
meCanal R ver \./
SITE Inlet I S28'45'00"E 55.00' (REC.) I
210 Elq) S28'45'00"E 55.36'(MEAS•) I S28'45'00"E OP
Shore Dr. — — ,t ,l ,
O
(...____A EIP
WOOD FENCE EIP 55.04'
VICINITY SKETCH NO SCALE e
E 6" CYPRESS
NOTE: This property is \ ".;/N
located in Flood Zone VE 20' M.B.L. ''•r� ' 111o,�
Elev.=12.0' (NAVD88) < h pew
per FIRM 3720424500K, I 11 MBat/ •
•
Dated: 02-16-07 . , i >>• p�k•�?
Oj 41 9.3i•
AREA=0. 152 ACRE -
.. ,. ^ 6,620 Square Feet (Meas.) n - OFFSITE CONTROL
6 vi (BY COORDINATES)
w 6 E w 0to®2 = N27'09'19' W 259.89'
0-. CREPE MYRTLE e r p
O Cn 14.6' CA O
O CA 25, CA O411.
N .— 8" WATER ' N
♦— t— •—
OAK
( 10 ) @
w w SETBACKS
o ,- 20
O O Proposed One N 0 Zoned MHS
k if) Story Dwelling I,in Front = 15'
P on Pilings ;r) r • Rear = 20'
(T. Z-5is,
in Nti L (7 73 Side = 7.5'
Z Z N V)
SQUARE FOOTAGE
O
(cl
o Living Area = 1,112 S.F.
°" Front Porch = 188 S.F.
1' Roof Overhang = 158 S.F.
25' Existing Concrete Drive = 439 S.F.
W .Proposed Proposed Impervious
e Overhead rn
(� 15.47' _ • °' Porch Coverage = 1,897 S.F.
14.6' (28.66% of Total Lot)
_J �... •, ._ a��
15' M.B.L. 4 a ''' PK NAIL SET in LIGHT POLE
g Ie d' 00 12.0' (NAVD88)
EETIC 18" PALM ^4EXISTING4 v ' 15" PALM
Q •CONCRETE C) SECURITY LIGHT POLE
OVERHEADN28'�0"W d F F F F N28'4 0"W EIP N28'45'0'W I
EIROD 55.00' EIR I N28'45'00"W 55.00' \ 54.93' 55.28'
in EIP
CP in 3.5' WOOD POST
WATER METER EXISTING
,,CONCRETE. 'e• I
BROADWAY � BROADWAY
65 R/W EMN at CENTERLINE o
65' R W
INTERSECTION of EDGE of PAVEMENT
CANAL St. &
O \ OBROADWAY _
MNS N28'29'05„ N33'35 W N25'54'57"W ,23"W EMMN N28'31 20"W EOMN
O 125.43' 13 54 3' MNs 64.12' 52.83'
LEGEND 0
CP=COMPUTED POINT NOTES
EIP=EXISTING IRON PIPE
EIR=EXISTING IRON REBAR 1. This survey is of an
EIROD=EXISTING IRON ROD RFFFRFNCF_ ' existing parcel of land.

DENNIS STEWART 4327
PAMELA STEWART PH 919-751-8086 66-112/531
405 VINSON RD
GOLDSBORO,NC 27534-1670 /-/b - /L
6
BB&T BRANCt l NKI NK BBTT UST CmMPANY
1:053 LO L L 2 L1:000 L LO3044738004327
Harland Cleha