HomeMy WebLinkAboutNTBEX_12-06_ BoydAZ4JL*)4h JA✓
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis Dee Freeman
Governor Director Secretary
February 3, 2012
Exemption Number— NTBEX12-06
Christopher Boyd
404 Boone Trail
Gamer, NC 27529
RE: EXEMPTED PROJECT (MINORS) SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF
ENVIRONMENTAL CONCERN — (15A NCAC 07K .0213)
PROJECT LOCATION/ADDRESS —1911 Bird Lane, North Topsail Beach, NC
Dear Mr. Boyd:
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 2/02/12,1 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 2/03/12, 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, „
son Dail, LPO
Cc: DCM — WIRO
Terrie Woodle, North Topsail Beach
One
127 Cardinal Drive Ext., Wilmington, NC 28405 NorthCarolina
Phone: 910-796-72151 FAX: 910-395-3964 Internet: www.nccoastaimanagement.net Naturally
U.S�DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires March 31, 201;
National Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION Forinsurance Company Use:
Al. Building Owner's Name CHRIS BOYD Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number
1911 BIRD LN
City North Topsail Beach State NC ZIP Code 28460
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Plat Book 12 page 30 lot 23
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. Long. 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.
AT 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 0 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 0 within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP Community Name & Community Number B2. County Name B3. State
TOWN OF North Topsail Beach 370466 Onslow NC
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zon
3720425500 J Date Effective/Revised Date Zone(s) AO, use base flood depth)
11 /03/05 11 /03/05 VE 11
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)
Bl 1. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe)
B12. 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)
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, 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 AT Use the same datum as the BFE.
Benchmark Utilized N/A Vertical Datum N/A
Conversion/Comments NAVD88 GEOID 03, VRS RTK GPS
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 15.2 ® feet ❑ meters (Puerto Rico only) RECEIVE ❑
b) Top of the next higher floor N.A ® feet ❑ meters (Puerto Rico onl
c) Bottom of the lowest horizontal structural member (V Zones only) 13.0 ® feet ❑ meters (Puerto Rico DlgM WILMINGTON,
d) Attached garage (top of slab) NA ® feet ❑ meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building N.A ❑ feet ❑ meters (Puerto Rico only) FEB 0 3 2012
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 3.1 ® feet ❑ meters (Puerto Rico only)
g) Highest adjacent (finished) grade next to building (HAG) 4.4 ® feet ❑ meters (Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N.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. I 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. •,••yr��a�®�'; y�F�'
® Check here if comments are provided on back of form
s Name WESTON LYALL
Were latitude and longitude in Section A provided by a
licensed land surveyor? ❑ Yes ® No
License Number L-4438
Company Name WESTON LYALL, PE, PLS, PLLC
Address 214 HWY 17 N. 8IUITE 1 City HOLLY RIDGE State NC ZIP Code 28445
�4 - - - - - - - - --- ----
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
1911 BIRD LN
City North Topsail BeachState NC ZIP Code 28460 Company NAIC Number
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
Signature Date 2/2/12
❑ Check here if attachment:
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 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 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 attachmen
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 whc
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 ❑ Substantial Improvement
HEECEEIVED—
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum DCM WILMINGTON, NC
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum FEB 0 3 2012
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
NOTES NORTH TOPSAIL BEACH ZONING - MHR
SETBACKS
1. This plot plan is of an FRONT - 20'
existing parcel of land. REAR SIDE - 1 0' \EPK-2. Subject to restrictiveSTEPHEN DUNCAN HER❑N, JR
covenants, easements of DB 1405, PG 27
o record, zoning ordinance, & PIN 425505080141
under round u tiliti f
M
g esi, Y.
L3
3. No title search by surveyor.
N4.
Area by Coordinate Method
5. References: MB 12, PG 30
6. FEMA Flood Zone - VE
/
Community Panel #372042 5500 J
\
9.4Zi
2 / /
STACY H❑LLIS FAMILY \ E5�01
1' EIP
LMTD PRTNR 3' BG
DB 1602, PG 492 \
PIN 424508989065 / \
\
/ EXISTING SEPTIC TANK AND FIELD
/ LINE SCALED PER 1989 PERMIT.
ai EIP
3' BG
LEGEND;
�I
❑T 23 \>
0.18 AC
/
N
s1b AREA OF LOT =
AREA OF DWELLING =
STACY H❑LLIS FAMILY LMTD PRTNR 1' EIP AREA OF DRWY =
DB 1602, PG 492 / 3' BG % IMPERVI❑US =
PIN 425505070928
0- 1/2" SET IRON ROD, SIR
0- EXISTING IRON ROD, EIR
0- EXISTING IRON PIPE, EIP
P - PINCHED PIPE
D- PIPE OR ROD DISTURBED
0- NO POINT SET
EP- EDGE OF PAVEMENT
EPK- EXISTING PK NAIL
CC-CONTROLCORNER
AB - ABOVE GROUND
BG- BELOW GROUND
C/L- CENTER LINE
R/W - RIGHT OF WAY
RWM- RIGHT OF WAY MOMUMENT
Pp- POWER/UTILITY POLE
ECM- EXISTING CONCRETE
MONUMENT
NORTH CAROLINA
ONSLOW COUNTY
8021
918
428
16.8%
PARKING 2 BEDROOM RESIDENCE = 1
PARKING SPACES RE0'D. ALL
/ PARKING WILL BE UNDER RESIDENCE.
�\ THIS LOT IS NOT WITHIN OCEA
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SITE
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VICINITY
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2' EIP
SF ✓� 5' AB
I
s9
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EPK
SERVED BY PUBLIC
R & PRIVATE SEWER
/ MARY FRANKIE LANE ERODABLE AND HIGH HAZARD A C, BUILDING HEIGHT FROM
NOT WITHIN 575' ORW AEC THIS
PIN 425505070952 �' TOP OF SLAB TO PEAK
LOT IS OVER 60' F M OF ROOF
OCEANFRONT SETBACK,
9�
1' EIP
LINE TABLE
LINE
BEARING
JXNGTH
L1
N54.51'29'E
25.00
L2
N51'19'41'E
24.08
1, WESTON LYALL, PROFESSIONAL LAND SURVEYOR NUMBER
L-"38, CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER
MY SUPERVISION AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY: CLASS OF SURVEY: B;
POSITIONAL ACCURACY; SOO RMS; TYPE OF OPS FIELD
PROCEDURE: VRSRTKGPS; DATUM: NAD83 *2007", NAVDBB; GEIOD
MODEL: GEOID 03; COMBINED GRID FACTOR: 0.99997063; UNITS;
US SURVEY FEET; THIS IS A SURVEY OF AN EXISTING PARCEL 0
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR D
CHANGE AN EXISTING STREET.
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WESTON LYALL �A1A81141�
THIS LOT IS
LOCATED IN
FLOODZONE VE 11
PER FEMA MAP
3720425500J
REVISED DATE 11/03/05
NOTE: NTB HAS A 2'
FREEBOARD, THEREFORE
BFE = 11' + 2' = 13'
Q
PROPERTY DESCRIP N1���
RBC BANK USA
1911 BIRD LA
DB 3346, 222
OLD SETTLERS BEACH SECTION 6
LOT 23
PIN 425505080094
ZONE - R-5 - NORTH TOPSAIL BEACHIZ
40' 20' 0' 40' 80,
GRAPHIC SCALE
RECEIVE [dRELIMINARY PLOT PLAN
M WILMINGTON, NC
FEB 0 3 2012 CHRIS BOYD
LOT 23 BIRD LANE
OLD SETTLERS BEACH
SCALE: 1' = 40• North Topsail Beach, NC FEBRUARY 3, 2012
WESTON LYALL, PE, PLS
214 N. HIGHWAY 17 SUITE 1
HOLLY RIDGE, NC 28"S
a i W=9.9961
vteriorl
TEST
27 ft
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Fri
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o
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C= <
0 M 1/31/2012 Page: I
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14'-4"
STREET SIDE
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12'-8"
2X12 PT If
FOUNDATI(
(3) 2 x 12 SYP
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(3) 2 x 12 SYP
BAND WI
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16" OC. F
N DETAILS
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PAGE
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(2) 1.75 x 11.875 LVL
(2) 1.75 x 11.875
LVL
EALL
1 DIMENSIC
BE VERIFIED BY
OWNER/CONTRACT
CONSTRUCTION. I
N
HEIGHTS AND WID1
REQUIRED.
N
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2— THIS DESIGN I!
v
SPECIFIC. DESIGN
v
PLAN PROVIDED B
(,n
3 — ONLY USE M)
BELOW BFE THAT
X
J
TREATED OR MOIS
cyl
RESISTANT.
4— IT IS THE REST
—�
X
x
OF THE CONTRACT
_ ,
BUILDER TO CONF(
STANDARDS OF TF
00
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BUILDING CODE.
J
00
DIMENSION PRIOR
CONSTRUCTION.
Ul
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5— LUMBER IS SP
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Ul
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LVL'S ARE DESIGNI
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FLOOR TRUSSES BY OTHERS
FLOOR TRUSSES BY OTHERS
AND
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AL POST CONNECTION
NONE 4„
DECK POST
DECKING
DECK BAND-_
OR 6'X6' PT DECK
OR 8'X8' PT PILE
FROM BELOW.
ROOF
TRUSSES -
BY OTHERS
UBLE
_ATE
5/8'DIA. X 10'
GALV. STEEL BOLTS
:03■E
STRAP CONNECTING BAND
Qo OR GIRDER TO PILE, 3/16'
O X 4' X 18'LONG GALV.
° STEEL, ONE STRAP,
❑UTSIDE FACE OF JOINT.
12
6�
MINIMUM 2X4
STUD WALL
WITH
APPROVED
WALL
i SHEATHING
-p ATTACHED PER
CODE
_L 3/4 SUB -FLOOR
14' FLOOR TRUSSES
(Z) / LVLS 11 7/8"
CL
a
00
x
00
i
Ln
GALVINIZED ANGLE BAND COI
OVERHEAD VIEW BAND/GIRDER
TO GIRDER CONNECTION
___-5/8'DIA. GALV.
GIRDER
SHEATHING
`NOTE: ALL GALVINIZED ANGLE
/ 1 1/4"X4"X8" LONG WITH 2-5/
DECK GIRDER THROUGH EACH FLANGE
INSIDE VIEW
OF GIRDER/BAND C❑NNECTION
iv
O
O RIM BE
-�- EXTER
°'
0
NOTE: aLL GALVINIZED AN
DECK GIRDER TO BE 1/4'X4'X8' LONG W]
2-5/8' BOLTS THROUGH E,
FLANGE
TYPICAL PILE CONNECTII
SCALE: NC
BEAM O 5/8'DIA.
O GALV. S'
0
4' STRAP COS
OR GIRDER TE
Qo DETAIL NO. 7,
FACE OF JOIl
MAY BE OMITT
4• LESS THAN 5(
8X8 AREA IS NOTC
PILE
TYPICAL HEADER TO POST
WITH BUTT J❑INT C❑NNECTI❑N
SCALE: NONE
HEADER
nni ini r, nUTT JO
5/8'DIA
JALV. S
3; 3/16
8' GAL`
3 OUT ;
✓\�J 8'XB' PT PO
TYPICAL PILE BRACING