OI_16-72_Travis

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10/03/2016 Exemption Number — M&R 72-16
Gary Travis
1616 Wendover Rd.
Charlotte, NC 28211
RE: EXEMPTED PROJECT (Statutory Exclusion) - MAINTENANCE AND REPAIR
OF EXISTING STRUCTURES - [G.S. 113-103(5)(B)(5) and [15A NCAC
7K.0103(a)]
PROJECT ADDRESS — 3620 West Beach Dr.
AREA OF ENVIRONMENTAL CONCERN — OE,HH
Dear Gary:
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 1010312016, 1 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 and materials list
submitted on 10/03/2016, and meets the conditions specified below. If your plans
should change and your project will no longer meet these conditions, please contact me
before proceeding.
MAINTENANCE AND REPAIR — [G.S. 113-103(5)(B)(5) and 15A NCAC 7K.0103(a)] -
Maintenance and repairs (excluding replacement) necessary to repair damage to
structures caused by the elements are specifically excluded from the definition of
development under the conditions and in the circumstances set out in G.S.
113A-103(5)(b)(5). Individuals required to take such measures within an AEC shall
contact the local CAMA representative for consultation and advice before beginning
work.
Structures may be repaired in a similar manner, size and location as the original
structure. No expansions or additions are permissible. The repairs are limited to 50%
of the market value of the existing structure and the following specific conditions.
1. The project consists of the replacement of 8 pilings, as shown on the attached
drawing and materials list.
REC: _:3VEID
DCM WILMINGTON, NC
OCT 0 5 2016
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakistandnc.com

2. The proposed repairs shall be consistent with all other applicable local
ordinances and North Carolina Building Code standards.
This exemption to CAMA permit requirements does not alleviate the necessity of your
obtaining any other State, Federal or Local authorization and N.C. Building Permits. This
exemption expires 90 days from the date of the letter.
Sincerely,
Donna F. Coleman, LPO
Town of Oak Island
Cc: Tara MacPherson — DCM-Wilmington
6;E`':.-;VED
DCiv1 WILMINGTON, NC
OCT ,) 5 2016

CAMA MINOR PERMIT PROGRAM
❑ MODIFICATION ❑ EXEMPTION 91MAINTENANCE AND REPAIR
Town of Oak Island
CAMA Minor Permit Office
As authorized by the State of North Carolina
per the Coastal Area Management Act of 1974
Applicant Name �I~iCGtliS
Address 6JOL& AbdLoqt
City OIAArltlfte QC 2,67-1
Phone # 60` - 6YI T
Authorized
Type of Project
Description of Activity:
Notes or special
conditions: Cost of project.
a
s Name( f)�
Kelly A I f-4"s S
Signature (o ner or agent)
Permit # 1 +tZ- 92--( L-w
Date previous
permit issued
Project Location Information
Street Address 126 04 l &kd, e,
Adj. Water Body
AEC: ❑ CS ff OE [1HH ❑ IH
i
SITE DRAWING
\� I .-ice_. \ E i...' -_ , V �' ,
115ii ,T (�.� e ... m. -�.� , ,nni n ni
L Signature I'6r reicic1w�aTON,
7 � 1 �q �<<� OCT o 5 2016
Issuance Date Rap Date
OAK ISLAND DEVELOPMENT SERVICES - 4601 E. OAK ISLAND DR. —910-278-5024

Town of Oak Island
Permit Application
Project
Septic Permit# Sewer Water Tap Size
Heated Unheated Decks Porches
Bedrooms Bath Value of construction $�_
Use of structure (commercial, residential, government...)
Is structure used as rental property? 06
Location of Project: 3(o 210 00-6-�— 3puch llz
Lot # Block Section Parcel #
Property Owner
Property Owner Address I (n 1 (o rJ W JVY boep-
Phone Number (H) (B) (C) 76 6011- GY/ I/
Contractor TcumoS U )ktf
Contractor Address
Contractor Phone Number (B) C]10—,0 � M % Z
License # Oak Island Privilege License #
Signature of
For Office Use Only
Date 1014,
Notes or special conditions: aA- ._ L Tlu P—,N _
Approval: Date
REG _IVED
DCM WILMINGTON, NG
OCT 5 2016

October 2, 2016
Via: Electronic Mail
GARY TRAVIS RESIDENCE
3620 WEST BEACH DRIVE
WILMINGTON, NC 28465
Attention: Gary Travis, Homeowner
Re: Dilapidated Piling Replacement
GARY AND TATIANA TRAVIS
3620 WEST BEACH DRIVE
CASWELL BEACH, NC 28465
PIN #: 204618306938
PARCEL #:234PD004
JOB NUMBER: PD16217
Dear Mr. Gary Travis,
Pursuant to our discussions in regards to the above captioned project, our office performed a
site visit on September 23, 2016 under your supervision to review the existing pilings as
related to their structural integrity given degradation over time and weathering. In addition,
as we discussed, the site grades have altered through erosion which created a lower lying,
ponding condition in the interior portion under the house which accelerated the piling
degradation. Please see below photographs which document the existing conditions.
PROACTIVEI D€ V E L 6 P M I N T
204 North 64 Street, Wilmington, ,V(' 284
Post (ice Box 533, Wilmington, NC284 , E I V E ID
DCM WILMINGTON, NO,
OCT 0 5 2016

October 2,1016
Page 2
As per your prior discussions and meeting with a future potential piling installer and as
confirmed by our site visit, there are a total of eight (8) pilings which should be replaced.
While facing the dwelling, there are four (4) pilings along the exterior left side piling row,
three (3) pilings in the interior middle row and one (1) along the exterior right side row
which should be replaced. In order to install the new pressure treated 8"x8" square pilings
and to avoid splicing the pilings for this existing dwelling rehabilitation project, the new
pilings are to be water jetted into place a minimum of 8' below proposed grade as per the
below detail. Once the piling is set in place, the piling is to be secured by way of placement
and compaction of wet sand prior to the concrete collar being set with the appropriate 5/8"
rebar at approximately 18" in length.
It is important to note the site is located in the AE Flood Zone per FEMA Flood Map #
3720204600J dated June 2, 2006 while noting existing grades on site are above elevation
15.0 at approximately 16.0 per the Elevation Certificate prepared by Surveyor Joey
Brochure on September 8, 2016. In addition based on our review of North Carolina Division
of Coastal Management Oceanfront Construction Setback and Erosion Rate Map, the site is
located in an area of accretion at a positive rate of 1.5 feet.
In conclusion as supported by our site visit, eight (8) 8"x8" pressure treated pilings are to be
replaced in accordance with below detail. In addition, the lower lying area underneath the
dwelling is to be filled to created positive drainage away from the dwelling to the front and rear
of site. The above piling replacement and associated detail has been reviewed and approved by
a Licensed Professional Engineer in the State of North Carolina for this site. Please further note
it is the sole responsibility of the contractor or builder to meet all the criteria of standards,
provisions, methods of construction and usage of proper material in buildings or structures
provided by the North Carolina Building Code, any local agencies and according to proper
engineering practices. Should you have any questions or require any additional information,
please do not hesitate to contact the undersigned. J
Sincerely
Eric S. Tomczak, PE
OCT o52016

October 2. 20 16
Page 3
JOISTS TO
EXISTING DWELUNGGIRDERS
VE)OSnNGOR
TO REMAIN AND
BOLTED TO PROPOSED
PILINGSSED
(2) �" DW4ETER
OLTS THRU BEAMS ATNEW
PILING
8x8 PT PIERS
? 1L
In v 24 —
PLAN VIEW
ROPOSED GRADE AFTER FILL
EXISTING GRADES PLACED AND COMPACTED
FOUR (4) PROPOSED J"
DIAMETER 18" LONG REBAR
DRILLED THROUGH PILING WITH
3" MINIMUM CLEARANCE TO
OUSIDE SPACED 2" APART
PROPOSED 3.500 PSI
CONCRETE COLLAR
8x8 PT PIERS
1 i ----AFTER PILING IS SET BY
N WATER JETTING, PILING IS TO
BE BACK FILLED WITH WET
18' SAND AND TAMPED PRIOR TO
CONCRETE COLLAR BEING
z PLACED
7 _N OUR (4) PROPOSED
DWAEIER 18" LONG REBAR
to ` DRII IED THROUGH PILING WITH
w 3' MINMUM CLEARANCE TO
OUSIDE SPACED 2" APART
Z 24" PROPOSED 3,500 PSI
CONCRETE COLLAR
PROPOSED 9.8 PT PIERS p
" �o�•fo' l �(oZO�Ers64Eauf
,L�XYYE ONLY. ��@��®µ►��dFFi p�
TYPICAL PILING REPLACEMENT DENOTTAIL
O SCALE
Sketch 41 — Piling Replacement Detail
S iNy/yn
PR0ACT('
DE VELOPME NT li
204 North ff" Street, Wilmington, NC 28401
Past t .fice Box 533. Wilmington, NC 28401
7
REC _tV EL?
DCM WILMINGTON, NC
OCT -o 5 2016