HomeMy WebLinkAboutNH_E09-007_Stasavichv
NEW HANOVER COUNTY
INSPECTION SERVICES
230 Government Center Drive, Suite 110
WILMINGTON, NORTH CAROLINA 28403
TELEPHONE (910) 798-7118
FAX: (910) 798-7060
Ann S. Hines
Chief Zoning
Enforcement Official
September 2, 2009
USS North Carolina Battleship Park
Ms. Laura Stasavich
P. O. Box 2522
Wilmington, NC 28402
Exemption Number — E09-007
RE: EXEMPTED PROJECT —Accessory Building [15A NCAC 07K .0209(a)]
PROJECT ADDRESS —101 USS NC Battleship Road
AREA OF ENVIRONMENTAL CONCERN — Estuarine Shoreline
Dear Ms. Stasavich:
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 August 20, 2009, 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 and
materials list submitted on August 19, 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.
ACCESSORY BUILDINGS — [15A NCAC 7K .0209(a)] — those structures that are customarily
incident to an existing structure are specifically excluded from the definition of development if the work
does not involve filling, excavation, or the alteration of any sand dune or beach as set out in G.S. 1I3A-
103(5) b.6. Accessory buildings are subordinate in area and purpose to the principal structure and do not
require, or consist of the expansion of the existing structure as defined by an increase in footprint or total
floor area of the existing structure. A building with a footprint of 100 square feet or less is considered an
accessory building as long as it is customarily incident to and subordinate in area and purpose to the
principal structure. Buildings of a larger size may be considered accessory buildings if necessary for
customary use.
The following specific conditions apply:
1. The project consists of the construction of an elevated wooden deck and installation of a chiller
to serve the battleship and associated landscaping, as shown on the attached drawing.
2. The proposed project shall be consistent with all other applicable joccaordinances d North
Carolina Building Code standards.RECEIVED
SEP 0 4 2009
PC11d WILMINGTON, NC
Ms. Laura Stasavich
_2_ September 3, 2009
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.
Sinc ely,
7o-(F ccwav
Linda E. Painter, LPO
New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
Cc: NC Division of Coastal Management V/
Ann S. Hines, Chief Zoning Enforcement Official
LMG
LAND MANAGEIVIFANT GROUP e c
Environmental Consultants
12 August 2009
Ms. Linda Painter
New Hanover County Inspections Department
230 Government Center Drive, Suite 110
Wilmington, NC 28403
RE: Request for Exemption to CAMA Permitting
Battleship NORTH CAROLINA, Cape Fear River, New Hanover County
Dear Linda,
The State of North Carolina, Department of Cultural Resources, is proposing improvements to the LISS NORTH
CAROLINA Battleship Park, New Hanover County. Specifically, utility improvements are needed including air
conditioning upgrades which would allow Boy Scouts to camp on the Battleship. The existing mechanical yard is
located at the southeastern corner of the visitor's center within the CAMA Coastal Shoreline AEC and partially within
the 30' Coastal Shoreline Buffer. A new chiller and an elevated wooden deck to support the chiller are proposed
adjacent to the existing generator and electrical transformer. This location places approximately 2/3 of the chiller and
new decking in the 30' Coastal Shoreline Buffer. Re -locating the chiller to an area completely outside the Coastal
Shoreline buffer was not practicable due to the cost associated with re -locating the'generator and other associated
components of the mechanic yard. It is noted that approximately half of the structure within the buffer would be
elevated, unroofed wooden deck which would minimize new.impervious cover in the buffer. Approximately 100-sq.ft of
elevated decking and 120- sq.ft. of the chiller unit would be located in the buffer. The area is currently maintained in a
mowed condition and the chiller unit would be elevated on the wooden decking rather than be placed directly on the
existing grade.
Land Management Group recently delineated a normal high water (NHW) based on vegetation, coastal marsh limits,
and "404 wetland" limits along the shoreline in the area of the proposed work. Division of Coastal Management staff
approved the normal high water and coastal marsh limit on 6/16/2009. Enclosed are: (1) site plans and utility details
(2) an existing conditions survey from McKim and Creed including the updated NHW and coastal marsh limits and (3)
figures which overlay the DCM-approved limits on the site plan detail. We are requesting written confirmation that the
proposed work is exempt from CAMA permitting as an accessory structure defined in 15A NCAC 07K.0209(a). Please
let me know if you need any additional information regarding this work.
Sincerely,
Jauratasavich
Land Management Group, Inc.
www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC
28402
01_,;o 7.
0
CAPE FEAR RIVER
NORMAL HIGH WATER/COASTAL MARSH LIMIT
2.7
3.8
ELECTRIC
TRANSFORMER
WEILAND LINE
d
.1 \
.5
4.7 4.
+6- PVC
TOP J.36
4
APPROXIMATE S
WOOD DECK
ELEVA7ION 5.05
3.3 2'X. CONCRETE WALL
ELEVATION 6.7t 4.7
1
LL .9 .2
,2 X2' CONCRETE WALL
ELEVATION 6.7 t 30' COASTAL SHORELINE BUFFER
6
- 4.5
MOO. NCHOR 2 X2' CONCRETE WALL
+ 5.3
HVAC AND GENERATOR ON
ELEVATED WOOD DECK
ELEVA77ON 7.74'
LIFT STA77ON
5.1
IBM 70.33'
TOP OF CONCRETE
SE CORNER OF
S+4 5 LIFT STA770N
SSMH
TOP 6.69' i
ASPHALT DRIVE
GRASS AREA
RECEIVED AUG 19 2009
COASTAL SHORELINE AEC
5.4
5.1
5-
0 10 20 40
SCALE 1" = 20'
Request for Exemption
Existing from NC CAMA Permitting
Conditions
Survey BATTLESHIP NC, Cape Fear River, New Hanover Co.
6/2009 NC Department of Cultural Resources
812009
Y/
I
NEW TREES
(BY OWNER) '
l�0
NEW TREATED VOW
TIMBER STAIRS STATION
lEL +10.33
REF. ELEV.
GRADE EL 5'-0"t
o NEW TREATED GUARDRAIL •�
NEW TREES7.F!• • `
(BY OWNER) O,o X"
DECK FL 0 on n t" J
—EXISTING MOORING
CABLE ANCHOR —
STRUCTURE
NEW CHILLER (SEE MECHANICAL
VERIFY SIZE W/ UNIT PURCHASED) —
REMOVE EXIST. MAGNOLA TREE
EXISTING
TOUR BOAT
DOCK
FOR CHILLER & PUMP HOUSE
SUPPORT PLATFORM
SEE PLAN 1—S7.1
_ FORCE MAIN TAP TO LIFT STATION
TO BE CORE DRILLED.
7'—G"x. 15'-0' (CLEAR INSI,DE)
PREFABICATED FIBERGLASS
PUMP HOUSE/ ENCLOSURE
;CLEANOUT
SEE MECH. FOR.EQUIPMENT LAYOUSEE PLAN 1-57.1 FOR PLATFORMEXIST. TRANSFORMER TOBE REPLACED & RELOCATED EE ELEGTRICf
REMOVE BUSHES BETWEEN
� TRANSFORMER AND PAVEMENT
AS REVD TO INSTALL NEW WORK
4 TURNED DOWN ELBOW
4" FORCE MAIN TO HAVE A
/ MINIMUM OF 3' COVER AFTE
IT COMES FROM UNDER THE
r� DECK.
o....�i
i� a
EXISTING 2 1
CWS UNDER D
EL +T60UIRAIEW7 6fd1K.
EL . QU
EXIST. EQUIPMENT DECK
EL +7'-10'
APPROX. 35' FRC
..._. _..,..._,,....., .. n„� m BACKFL0 PP
Land Management Group, inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC -28402
910-452-0001
75' Coastal Shoreline AEC
30' Coastal Shoreline Buffer
New chiller and elevated wood decking in 30' buffer
exempt as accessory uses under 15A NCAC 07K.0209(a).
Note: NHW, the 30' Buffe,r and AEC limits
have been overlaid from the existing
conditions survey and, while largely accurate,
may not be precise.
REs,EVED AUC 19 2009
NHW as approved by DCM on 6/16/2009 and
Coastal Marsh and 404 Wetland limit
0 5 10 20
SCALE 1" = 10'
Request for Exemption
Proposed from NC CAMA Permitting
Improvements
wfi the BATTLESHIP NC, Cape Fear River, New Hanover Co.
Coastal Shoreline AEC NC Department of Cultural Resources
8/2009
5'-)Q—rlr)i
SEE E
PLAN
. E X IS T ING P A R K I N G
MST. NSTOR ACCESS RAMP
(NOT M BE USED BY CONTRACTOR
FM CONSTRUCTION ACCESS TO SN
LISS NORTH'CAROLINA
- o
SUPP
SUPPORT NEW 4' FORCE MAIN AND 4' WAIpiLINE
FROM EXISTING RAMP STEEL STRINGERS
1—SITE PLAN —LAND PIPING & LIFT STATION CONNECTION
SCALE A 40'
L
CONTRACTOR'S
OFFICE. STORAGE. STAGING
AREA
t
CONTRACTOR'S ACCESS BRIDGE (T) BE
DISMANTLED AND REMOVED UNDER
SEPARATE CONTRACT)
`HLL11JYpµ'/'1j� EXISTING 4' CWS
NS
UNDER DECK/UNDER DECK
GI
PRDTECTRE { ! I
M E
NC
LOSURE
M£%IST. 4Y L•N£ Af:O VA11S� --'� ICI I WLiY VALVE
/ BLIND FLANGE
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FOR CONTINUATION IX AND INSTALL NEW 4'
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VALVEVISITORS CENTER
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N.T.S.FOR CONTINUATION OF NEW 4- FORCE MAIN
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SCAR£: 1' - 10' \
MSTUIG CRUSTED
STONE k GRASSED
HARDSTANO
[REOGIRMENTS
MENT W ICI1 WILL TAKE PLACE WITHIN TIE
CONTRACTOR MAY USE FENCED -IN THE 100 YEAR FLOOD PWN AT EUEVATION
AREA FOR STORAGE OF HA2AROWS DESIGNED IN ACCORDANCE WIN THE
WASTE OR MATERIALS, IF SPACE OF THE EXECUTIVE ORDER Na 12D.BECOMES AVARABLE FLOOD PLAIN MANAGEMENT POLICY.'
(VERIFY WIN OWNER PRIOR TO -
YOBIUZATON To JOB SRE)
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as
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]. ALL PIPES STALL BE PROTECTED FROM FREEZING WITH HEAT TAPE
AND INBULATEELm
4. HEAT TRACE.TAPE SHALL BE AS INDICATED IN SPEOHCATIONS
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�E%ISi. TIMBER
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LEGEND
'
COLD WATER PIPING
0
------- --- HOT WATER PIPING-
4
—W-- WASTE PIPING
h m
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y VENT PIPING
Won i
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H
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SEE
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S.A.B' SHOCK ABSORBER SIZE D
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IN zn�o
NOT WATER SUPPLY
DO _ DECK GRAIN
�•._.
\
/
NOTES,
ES BULKHEAD OR DECK PENETRATION.Il�
GAEMETNOT
BY PLUMBINGNG CONTRACTOR
GAGE SPENETRATIONS
TEEL
BY GENERAL CONONS
\
\
/
STEEL PLATE SMPENETRATIONS UANTIT CFCTOR-
ST
COORDINATE SIZE QUANTITY AND LOCATIONS C STEEL
CGNL.AR
G
PLATE PENETRATIONS WITH GENERAL
SPACES
SULL SEAL ANNULAR SPACES
PLUMBING CONTRACTOR
OF ALL PIPE PENETRATIONS PASSING iHRU PERIMETER
SEf SHT. C1.1 FOR NEW WATER MAIN
BUU(HEADS OF CONOITONED SPACES FIE(D VERIFY
COENNECTON iCl E%IST. WATER MAIN.
WµTIIY AND BUUwfAD THICKNESS
/ - (TORS CENT t %
/(NOT .TO SIT USED ES
XIST VI BE U ACCESS RAMPBY
EAST. UFT
SEE SHT. CIA I 6' WATER UNE' I
I C FORCE MNN
SEE ENLARGED
PLAN 2-NP1.1
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O
73 USS NORTH CARGLINA
v
NOTE,
SUPPORT 0' FORCE MAIN AND 6' %VA SWAY
FROM
RAMP STEEL STRINGERS. SPECIFICATIONS
BY SWAT BRACES
OR HANGERS SEE SPECiFICATI0N5'
1 SITE PLAN -NAVAL PIPING
SCALE: 1' = W*
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N.T.S.
SEE C1.1
3-ELEVATION AT ACCESS RAMP G. !1 SECTION THRU ACCESS RAMP
I ITN ITY PIPING NOTES
1. ALL COMPONENTS TO BE GALVANIZED.
2. HANGER ROSS STALL BE 5/8.0 MIN.: SPACING SHALL BE A MAX
OF 10'-0' O.C.
0. ALL PIPES SHALL BE PROTECTED FROM FREEZING WITH NEAT TAPE
AND INSULATED.
4..HEAT TRACE TAPE SHALL BE AS INDICATED IN SPECFlCAMONS
SECTION TE500.'15525. AT TRACE CAB E..
5. ELEWBLE HOSE: HEAVY DUTY CONSTRVGON WITH RUBBER OUSE
& SYNTHETIC PUED REINFORCED RUBBER CARCASS. HOSE SHALL
BE SUITABLE FOR A WORKING PRESSURE OF 1W PS. PIPE END
FITTNG/FLWGE SHALL BE FACTORY INSTALLED. .
B. WATERUNE INSULATION: PROMDE 1/2' THICK NBULAR CLOSED
CELL, EIASNNERUC INAIIATON RMSHEO WTH 0.020' THICK SMOOTH
ALUMINUM JACKETS WITH BANOS ON 2' CENTERS MAWMUM & 2 COATS
MINIMUM OF SYNTHETIC RESIN WATER BASED PROTECTIVE COATING.
THMOM
FIXE XYT
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