NH_16-20_Blanton Building Inc

NEW HANOVER COUNTY
INSPECTION SERVICES
230 Government Center Drive, Suite 110
WILMINGTON, NORTH CAROLINA 28403
Ben Andrea
Planning &
Zoning Supervisor
June 22, 2016
Blanton Building Inc. (Bud Blanton)
P. O. Box 3122
Wilmington, NC 28406
TELEPHONE [phone]
FAX: [phone]
Exemption Number — E16-20
RE: EXEMPTED PROJECT - SINGLE FAMILY RESIDENCES WITHIN THE
(ORW) OUTSATNDING RESOURCE WATERS, AREA OF ENVIRONMENTAL
CONCERN (15A NCAC 07K .0208)
PROJECT LOCATION: 1712 Tall Mast, Wilmington, NC 28409
To Bud Blanton
I have reviewed the information submitted to this office in your inquiry concerning the necessary
filing of an application for a minor development permit under the Coastal Area Management
Act. After making a site inspection on June 17, 2016 I have determined that the activity you
propose is exempt from needing a minor development permit as long as it remains consistent
with your site drawing submitted on June 17, 2016 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 ESTUARINE SHORELINE AREA OF
ENVIRONMENTAL CONCERN EXEMPTED
1. All development shall be located at least 40 feet of the mean high water mark or
normal water level from waters classified as ORW.
2. No ground disturbance or land disturbing activity shall occur within 40 feet of the
mean high water mark or normal water level.
3. The development may not exceed a 25% built upon area within 575 feet of the
mean high water mark or normal water level of waters., and shall not include any
stormwater collection system. (Proposed drawings show house/development
@2890 sq ft)
4. The development shall be consistent with all other applicable CAMA permit
standards, North Carolina Building Code standards, local ordinances and local
land use plans in effect at the time the exemption is granted.
5. This SFR Exemption does not allow for the placement of any fill.
6. This is located in a "VE" Flood Zone and structural fill is not allowedri E C i= I V E D
DOM WILMINGTON, NC
JUN 2 3 2016

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.
Sincerel
Patricia A. Roberts, AMA Local Permit Officer
New Hanover County
230 Government Center, Suite 110
Wilmington, NC 28403
Cc: NC Division of Coastal Management
RECEIVED
DCM WILMINGTON, NC
J U N 2 3 2016

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2016

V-ZONE CONSTRUCTION CERTIFICATE
Property Owner Blanton Building
Street Address 1712 Tall Mast Court
Other Description
City
Lot 21, Tall Ships Landing Subdivision, MB 52, P 248, PID: R07908-003-104-000
Wilmington State NC Zip Code 29409
SECTION I - Flood Insurance Rate Map Information
Cortsnunity No.
Panel No.
I Suffoc
I Date of FIRM
FIRM Zone
ease Flood Elevation (8Ft7
370168
3143
J
4l37201>8
VE
15 + 2
SECTION (1- Elevation Information
NOTE: This certificate is not a substitute for an Elevation Certilicate. Elevations should be rounded to the nearest tenth of a toot
1. Elevation of the Bottom of the Lowest Horizontal StmeWral Member (Proposed)
17.083
feet (NGVD)
2 Base Flood Elevation (BFE)+ 2' Freeboard = Design Flood Elevation
17
feet (NGVD)
3. Elevation of Lowest Adjacent Grade (LAG)
5
feet (NGVD)
4. Approximate Depth of Anticipated Scour/Erosion used for Foundation Design
2
feet
5. Embedment Depth of Pilings or Foundation below Lowest Adacent Grade
a
feet min. (see plan)
6. Datum used: NGVD; X NAVD 88;
Other
SECTION III - V Zone Certification Statement
NOTE: A registered engineer or archihed must complete this section.
I certify that I have developed or reviewed the structural design, plans, and specifications for construction and that the
design and methods of constniction to be used are in accordance with accepted standards of practice for meeting the
following provisions: (Note construction has not begun)
a. The proposed elevation of the bottom of the lowest horizontal structural member of the lowest floor (excluding
piles and columns) is elevated to or above the BFE; and
b. The pile or column foundation and structure attached thereto is designed to be anchored to resist flotation,
collapse, and lateral movement due to the effects of the wind and water bads acting simultaneously on aft building
componers. Water loading values used are thone assnrJated with the base flood. Wind loading values used are
those required by the applicable state or local buiiding code. The potential for scour and erosion at the foundation has
been anticipated for conditions associated with the base flood, including wave action.
SECTION IV - BRFAKAWAY WALL CERTIFICATION STATEMENT
Note: This section must be completed by a registered engineer or architect when breakaway waft 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 that the
design and methods of construction to be used forthe breakaway walls are in accordance with accepted standards for
practice for meeting the following provisions; (Note construction has not begun)
a. Breakaway wall collapse shall result from a water bad less then that which would occur during the base flood; and
b. The elevated portion of the building and supporting foundation system shall not be "ad to collapse,
drsplacernard, or other structural damage due to the effects of wind and water loads acting simuhaneousty on all
building components (wind and water loading values to be used are defined in Section III).-,,,,,r,,,,,,.
SECTION V - CERTIFICATION
Signature below certliles: Section III Section IV X
Cerfifer's Name: Christopher A. Holmes
Title: Structural Engineer
Company Nacre: Christopher A. Holmes, P.E.. Consulting Engineer Inc.
Street Address: 5725 Oleander Dr.. Suite F-4
City: Wilmington State & zip Co" T,+CU�1�fi&W%,
License Number. 16336 XkJP liZ'JLJF
Signature: Date:
JUN 1 1 2016
PLANNING & ZONiP!G

127 Cardinal Drive Ext
Wilmington, NC 284C§
`-- Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: MacPherson, Tara
Sent: Wednesday, June 15, 2016 1:35 PM
To: Roberts, Patricia (PRoberts@nhcgov.00m) <[e-mail]>
Subject: Tall Mast Court
HI Patricia,
Robb said that the 575 ft. AEC extends from the NHW line of the creek in that area. So that lot would be in the Estuarine
Shoreline AEC.
Thanks!
Tara MacPherson
Field Specialist
NC Division of Coastal Management
Department of Environmental Quality
910 796-7425 office
910 306-3964 fax
tara. m acohersonno.ncdenr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
'Nothing Compares--,,,.
Email correspondence to and from this address is subject to the r' 1 E- �—. - I V Ep
North Carolina Public Records Law and may be disclosed to third parties. [)CM WILMINGTON, NC
JUN 2 3 2016

Roberts, Patricia
From:
MacPherson, Tara <[e-mail]>
Sent:
Wednesday, June 15, 2016 1:40 PM
To:
Roberts, Patricia
Subject:
RE: Tall Mast Court
Patricia, I couldn't tell which lot is was for sure, but here is a screen shot that should help you determine if it is in the
AEC. May also qualify for single famexerr ion??
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Tara MacPherson
Field Specialist
NC Division of Coastal Management
Department of Environmental Quality
910 796-7425 office
910 395-3964 fax
[e-mail]
RECEIVED
DCM WILMINGTON, NC
JUN 232016
1