SCEX_13-19_ Cestari

AitA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
October 23,2013
Exemption Number—SCEX13-19
Michael and Elizabeth Cestari
14 Woodruff Dr.
Columbia,NJ 07832
RE: EXEMPTED PROJECT(MINORS)SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD
FLOOD AREA OF ENVIRONMENTAL CONCERN—(15A NCAC 07K.0213)
PROJECT LOCATION/ADDRESS—1011 N.Topsail Drive, Surf City,NC
Dear Mr. Cestari:
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 10/22/13,
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 10/22/2013,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.
• cerely
P J on Dail,
Cc: DCM—WIRO
Dixon Ivey,Surf City

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RECEIVED
OCT 2 2 2013
DCM WILMINGiON, NC

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NOTES ���,ttn�7IMPERVIOUS AREA 1.This plotpienisofan q�J2
STRUCTURE = 1522 SF existing parcel ot land. 1,\ F P J�9z_
2. Subject to restrictive �l
DRIVEWAY - GRASS/SOIL covenants,easements of # t-1 >
record,zoning ordinance, �C S
LOT = 6104 SF underground utilities,if any. 1111lia
0
IMPERVIOUS = 25% 3. Notitle search bysurveyor.
, 4. References;MEI 11,Pia 67 '
ALLOWABLE IMPERVIOUS = 40%
5. Flood zone-VE VICINI7 y MAP' NTS
Community y Panel#370186 4245K
6. Zone-RS-SURF CITY
Setback* .
Front-15
I Side-7.4'
Rcx-20`
SCOTT JOHNSON I DONALD J, SMITH I CHERYL T.
DB 2694, PG 321 1 DB 1011, PG 217 I CANANAUGH
DB 3686, PG 70
t I
N55'29'25'E 50,80' NT:35'18T 50,64� i
. _ -- --— — -- — -- t- — — — iH13' 1
Col q1 t
e\ NAP LOT 2 rri
ot�i z BLOCK 18-B o o I
M` ,GA i 0,14 AC N a -o z
14)e- t.w _ma's,.A X 1 ed
wctt 0xi
JOSEPH L EGAN -o -°
DB 2475, PG 166 t il.) f rn
CO f cn cn tarn Z
i.
; C 1
Y+.
4.1 ''..'EXISTING...... 1
. ' t. uRASS/WE_ . . 1• 1
R!W DRIVEWAY 1 l^_
S54•5210'4/ •50.49' - _
IV68.5.-- ._,_.---'''l
_ TOPSAIL DRIVE 7,
10
---.-- .
40' PUBLIC Rix,/
— __ __ — — — R/W
------ tt 4IFI t3a5iAtZT 4
P HDZR COUNTY --- -_ _-
I,WESIVII LYALL,PROFESSIONAL LAI4D SURVEYOR NUM33£r4
• L+4430,CEImmmPY MATTIS*PLOT PLAN WAS DRAWN LIND R MY
. causir•v1S.4fl tC1 Ski•lint et a.ca tn4CV is l tar t Liln.Cn uv - • .

%,7S-JEPART1ENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERA, MERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
Nat' �1 ood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015
SECTION A-PROPERTY INFORMATION
Al. Building Owner's Name Michael D Cestari,et al j� � s
A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. OOtt}p Y 'NUm t
1011 N Topsail Drive
City Surf City State NC ZIP Code 28445
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
Delmar Beach, Block 18B, Lot 2,PB 11 PG 67,DB 930 PG 186
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)Residential
A5. Latitude/Longitude: Lat.34-26-10.3 Long.-77-31-43.2 Horizontal Datum: El NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 5
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b N/A 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 ❑ No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2.County Name B3.State
Town of Surf City 370186 Pender NC
B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7. FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone
3720424500 K 2-16-07 Effective/Revised Date Zone(s) AO,use base flood depth)
2-16-07 VE 13.0
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
0 FIS Profile ® FIRM El Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No
Designation Date: ❑ CBRS 0 OPA
SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized:N/A Vertical Datum: Geoid 03 VRS RTK GPS
Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 0 Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 15.0 ®feet 0 meters
b)Top of the next higher floor N.A ❑feet ❑meters
c) Bottom of the lowest horizontal structural member(V Zones only) 13.0 0 feet ❑meters
d)Attached garage(top of slab) N.A 0 feet ❑meters
e) Lowest elevation of machinery or equipment servicing the building 6.7 0 feet ❑meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 3.0 ®feet El meters
g) Highest adjacent(finished)grade next to building(HAG) 4.2 0 feet 0 meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 3.0 ®feet ❑meters
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 elevatio
information. /certify that the information on this Certificate represents my best efforts to interpret the data available. E
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. . • e#gO�r
ElCheck here if comments are provided on back of form. Were latitude and longitude in Section A pr0Videld 12f
❑ Check here if attachments. licensed land surveyor? ❑ Yes ® No' 2U 1<
< 7
Certifier's Name Weston Lyall License Number-1/498(,,/ F a
ILM IPJGl 4l:
Title Owner/PLS Company Name Weston Lyall, PE, PLS, PLLC U - fl
Address 214 11WY 1 City Holly Ridge State NC ZIP Code 28445
Signature I, .J ai.�// Date 8-27-13 Telephone [phone]

!.5.@EPART,dIENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
EDERAACMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
rarolobd Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31,2015
SECTION A-PROPERTY INFORMATION FORINSURANCE,COMPANY USE
Al. Building Owner's Name Michael D Cestari,et al Policy Number. -`-
A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. CompanyNAIC Number:
1011 N Topsail Drive
City Surf City State NC ZIP Code 28445
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
Delmar Beach, Block 18B, Lot 2, PB 11 PG 67, DB 930 PG 186
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)Residential
A5. Latitude/Longitude: Lat.34-26-10.3 Long.-77-31-43.2 Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 5
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b N/A 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 ❑ No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION
B1. NFIP Community Name&Community Number B2.County Name B3.State
Town of Surf City 370186 Pender NC
B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7.FIRM Panel B8. Flood B9. Base Flood Elevation(s)(Zone
3720424500 K 2-16-07 Effective/Revised Date Zone(s) AO, use base flood depth)
2-16-07 VE 13.0
110. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
El FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
111. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source:
112. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No
Designation Date: ❑ CBRS ❑ OPA
SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
A. 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
:2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized:N/A Vertical Datum: Geoid 03 VRS RTK GPS
Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 El Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 15.0 Z feet ❑ meters
b)Top of the next higher floor N.A ❑feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) 13.0 ®feet ❑meters
d)Attached garage(top of slab) N.A ❑feet El meters
e) Lowest elevation of machinery or equipment servicing the building 6.7 ®feet ❑meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 3.0 ®feet ❑meters
g) Highest adjacent(finished)grade next to building(HAG) 4.2 Z feet ❑meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 3.0 ®feet ❑ meters
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.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Ltk �
ID here if comments are provided on back of form. Were latitude and longitude in Section A provided by a e :�\LA <//�i�i
III Check here if attachments. licensed land surveyor? El Yes ® No �9 O SS7 ,y9.,' 'ICertifier's Name Weston Lyall License Number L-4438 OCT ` 2 2013 F < i
Title Owner/PLS Company Name Weston Lyall, PE, PLS, PLLC cri
10
Address 214 WY 1 City Holly Ridge State NC ZIP Code 28445 j( `nit j @"�( I ••y2 SUR •.0• /e`er+
P '
/ �
Sianature I. , i Date 8-27-13 Telephone [phone] Nil 'S�_,�•� •

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BOTTOM OF GIRDER
® 10'-0" MIN.
'....\
—26 4' 8' 20'-4"
'ORCH / RESIDENCE STAIRS I PORCH WALKWAY / RESIDENCE
41'-8"
PROPOSED ADDITION PROPOSED ADDITION
SIDE
RONT ELEVATION SCALE
CALE : 1/8" = 1' I 12' I
12" SOFFIT, FIELD VERIFY
r(2) 2x12 SYP HEADER T it. ———-
I I La r
/ C r-
1 4-4EXISTING ROOF TO
REMAIN UNCHANGED Cv
ROOF TRUSSES BY 1.11 N v
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EXTERIOR WALLS & V U
HEADERS ONLY CD
loll
PROPOSED RIf1GF I EXISTING RIDGE LOCATION "x
in I ;_
`V 5:12 SHINGLE ROOF; I
VERIFY PITCH IN FIELD I
TO MATCH EXISTING I
I I
I I
I I
I I
PROPOSED SHINGLES I
AND SOFFIT SHALL I
MATCH EXISTING. I
I I
I I
(2) 2x12 SYP HEADER L
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SCALE : 1
26' r-- — 26'
4'- 4�—
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w
r—�I I

EXISTING FLOOR J❑IST
: EXISTING (2)-2X12 GIRDERS FROM II
IG 8X8 PILES. NOTCH OUT AN
INAL 6" OF THE EXISTING PILE
In
DD A NEW AND NOTCHED 8X8 PILE v
IMATELY 3'-6" LONG, AS SHOWN. CD
8X8'S PER DETAILS. EXISTING -CVF v
\JOT TO BE MOVED. e 0 J
0 PILE SPLICE
v)
SCALE : 1/2" =
n
(6) 3/4" GALV.
N BOLTS, W/WASHERS,
a SPACED AS SHOWN
AND (2)
roo SIDE-BY-SIDE, AT 1
26' 1/2" FROM OUTER
-6'-5" r G'-7" 1 G'-7" -
rx=�> I Ix-BRACES EDGE; NO PILE STRAP
REQUIRED AT SPLICE
m m
x x W
LA N
-i -IZ Z
0 1 PROPOSED n C
oo 8X8 PT o LJ
PILE NOT m "¢' _IA PROPOSED TO BE - a) EL
8X8 PT SPLICED '
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SPLICED.
SEE DETAIL l� (\i( a)
GRADE z
'
TRUSSES I / EXISTING FLOOR TRUSSES/ / LEVEL = 3.0 I- Q
ram) I-, O
X CL
m m LJ 0
x x Q�
a 0 CL
Z z SCALE : 1" = 1'
c) 1 of
•
0 0
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BRACE BRACE KNEE �16'" (le' ppI f CC'.
SEE DETAIL SEE DETAIL (/) C in
'I R .( XI TING GIRDER
30N N. USE SIMPSON ,�
:212-3 HU212-3/HUC212-3 a x N
& W HANGER & m u N I
LE X GALV.ANGLE X �- cI
SEE BRACKET, SEE N y
N, DETAILS x N
6" O.C. 2X12 fJ ® 16" O.C. �
v> <
-13 KNEE KNEE
BRACE BRACE I
SEE DETAIL SEE DETAIL \ •
in
SYP �,iIip (2) 2X12 SYP �SPT) 2X12 SYP -

TYPICAL WALL SECTI ❑ \
N❑T TO SCALE FACTORY ROOF SHEATHING, ROOFING FELT
TRUSSES AND AND SHINGLES PER CODE
-----
ANCHORAGE
BY OTHERS
H
X )( N y
/\
/,
III,I (2) 2X12 PT SYP 2-2x4 PT TOP PLATE
N❑. 1 — TYPICAL PILE �i HEADER
MINIMUM 2x4 STUD
C❑NNECTION ,,,MINIMUM
(FIELD VERIFY)
NIT T A WITH 7/16' WALL
SHEATHING ATTACHED
8' UNCOVERED DECK PER CODE COVERED
WITH HOUSE WRAP &
FINISHED SIDING ALL
w FLASHING PER COD EA
SIMPSON PILE
JD rCO
�^
5/8' DIA. X 10" STRAP PS418 V
IL GALV. STEEL BOLTS co C❑NDITIDNE
D 1-4 *RAILINGS PER CODE SPACE _.
i
OF 8X8 PILE 2X12 SYP @ 16" _E
2X8 SYP @ 16' D.C.
,I (2) 2X12 PT SYP Ir.--
(2) 2X12 SYP
SIMPSON \I�I (PT)
PILE I PARKING AREA/
2 - GALVANIZED STRAP UNC❑NDITI❑NED
_ STRAPS, Z STORAGE
:SS, 18" LENGTH, PS418
'IDTHS SPECIFIED
i
TO SCALE - PILING DE'AIL J
1' (TYPICAL)
3.5' TYPICAL STRAP >< NTS co
><
9, BOLT PATTERN LOWEST ADJ.
J GRADE LEVEE
3.5'
1'
BOLT PATTERNS zQ``' SEA LEVEE
TABLE PR❑VIDED • w
HOLE PATTERN Y_ =w
VARY MORE THAN co a 0 w
THAT SHOWN xI x I DETAIL 5- PIL
+ NOT TO S
- TYPICAL FND. CORNER NOTE X—BRACE MUST
❑NNECTI❑NS BE LOCATED BE
3' +/ (2) 5/8" GAL THRU PILE SPLICE 1-alum
ELOWDT T❑ SCALE IBOLTS EACH END
TOP VIEW • :' B'I
> PER DETAIL • � ;' (2)-11.875 LVL `
10. 2 \
zs \ z
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