HomeMy WebLinkAboutKeel, Roscoe GriffinZ
November 16, 2009
Roscoe Griffin Keel
411 N. Main Street
Belmont, NC 28012
CEA'XI61SLE
SkACH
Exemption Number — Qtr. 2-4
RE: EXEMPTED PROJECT - MAINTENANCE AND REPAIR of STRUCTURES
CONSISTENT WITH CURRENT RULES 115A NCAC 07K.0209(c)l
PROJECT ADDRESS — 1 Pender Street
AREA OF ENVIRONMENTAL CONCERN — Estuarine Shoreline
Dear Mr. Keel:
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 November 16, 2009,1 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 November 16, 2009, 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 —115A NCAC 7K .0209(c)] - Any structure, or part thereof; consistent
with current CRC rules may be maintained, repaired or replaced in a similar manner, size and location as the
existing structure without requiring a permit, unless the repair or replacement would be in violation of the
criteria set out below. This exemption applies to those projects that are not within the exclusion for
maintenance and repairs as set out in G.S. 113A-103(5)b.5., Rule .0103 of this Subchapter and Rule 07J
.0210.
1. the development must not disturb a land area of greater than 200 square feet on a slope of
greater than 10 percent;
2. the development must not involve removal, damage, or destruction of threatened or endangered
animal or plant species;
3. the development must not alter naturally or artificially created surface drainage channels;
4. the development must not alter the land form or vegetation of a frontal dune;
5. development must be consistent with all applicable use standards and local land use plans in
effect at the time the exemption is granted -
Structures may be repaired in a similar manner, size and location as the original structure. No expansions or
additions are permissible and the following specific conditions apply:
1. The project consists of the repair of existing concrete bulkhead, as shown on the attached drawing
and materials list
2. The proposed repairs shall be consistent with all other applicable local ordinances and North " k:' V E
Carolina Building Code standards.
NOV 19 2009
TOWN OF OCEAN ISLE BEACH / THREE WEST THIRD STREET / OCEAN ISLEBEACii'MMWi 46h1 ( NC
(910) 579-2166 / FAX (910) 579-8804 / WWW.OIBGOVCOM
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,
Justin W. Whiteside, LPO
Town of Ocean Isle Beach
3 West Third Street
Ocean Isle Beach, NC 28469
Cc: Debbie Wilson, DCM Field Representative
Leroy Dyson
APPROX. EXIST.
2'-O":I.-
GRADE VARIES
(APPROX. LEVEL)
i
SEE NOTE
BELLOW, \
POSSIBLE SUBGRADE
SCOUR
---NEW 4"t CONC. OVERLAY SLAB
W/ #4 0 12" O.C. E.W.
(ASTM A615 GR. 60)
SEXIST. SLOPED CONC.
REVETMENT WALL SLAB
�3000 PSI, TYPE III CONC.
W/ 0.40 W/C RATIO & j
t . CORROSION INHIBITOR
rj
ADDITIVE �
NOTE:
ANY EXIST. SLABS, WHICH EXHIBIT VISIBLE ���•.
DEPRESSIONS. KNOWN SCOUR LOCATIONS .;
(SUBGRADE LOSS) OR BROKEN/DETERIORATED
CONCRETE (FROM LOSS OF SUBGRADE/SCOUR),
SHALL. BE FILLED, UNDER & ABOVE, WITH
FL OWABLE FILL MATERIAL UP TO BOTTOM OF
NEW SLAB. REMOVE ALL LOOSE & BROKEN
CONCRETE PRIOR TO POURING.NEW FILL OR SLABS.
NOTE:
I. CONTRACTOR SHALL NOT POUR ANY
CONCRETE QUANTITIES BELOW THE HIGH
WATER LINE .THAT CANNOT BE HANDLED
WITHIN A RISING TIDE CYCLE.
2. PROVIDE TRANSVERSE JOINTS (RUNNING UP SLOPES)
IN CONCRETE, NOT TO EXCEED 20' —
JOINTS SHALL EITHER BE SAW -CUT & FILLED
W/ JOINT FILLER OR KEYWAYS USED.
i
SLAB SHALL NO'I L:X'll=hll) UFLOW
LOW WATERLINE- CONTRACTOR
IS CAUTIONED THAT NO "LIVE'
CONCRETE SHALL LIE PLACED IN
WATER Cn ANY TIMF
/-6" MIN. DIA. OR SOR. EXPANDED
POLYETHYLENE ENCASED W/
22 OZ/SY PVC COATED NYLON
OR POLYESTER IIWL
/-POLYESTER—RCINFORC:En
/! VINYL (18 OZ/SY) CURTAIN
(PERMEABLE), PERMANENTLY
ATTACHED TO FLOATS MLW
-GAI-VANIZED WEIGHT CHAIN
—APPROX. EXIST. MUDLINE
CONTRACTOR SHALL INSTALL & MAINTAIN A
TYPE D OR III FLOATING TURBIDITY CURTAIN
TO PREVENT DISPERSION OF RUNOFF INTO
WATER —
"SILTMASTER DREDGE TURBIDITY CURTAIN"
BY PSI PARKER SYSTEMS, INC.
(866-472-7537);
"TURBIDITY CURTAIN"
BY BOOM ENVIRONMENTAL- PRODUCTS
(800-770-2666);
"FASTWATER SCREEN"
BY ELASTEC, INC.
(618-382-2525)
SECTION - CONCRETE OVERLAY REPAIR
NTS
%Ev 2 11-28-05