16972_NC AQUARIUMS_19961125

a
CAMA AND DREDGE AND FILL
GENERAL N° 0169'72
-1�
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC�� t /
Applicant N eC_Phone Number 2_4 9 ' qoo
Address
City G 0.�L State Zip 5
Pro'ect Location (County, State Road, Wat r y, etc. t%�"`� a^ r —tu
Type of Pr{pject ,l�ctiyity
,( Ib ` I/ OL.:
at_1,4)ZG
PROJECT DESCRIPTION SKETCH (SCALE: }
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore f �jfj
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Ot
I
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
applicant's signature
permit otticer's signature
issuing date expiration date
attachments IS A t3 iC-- --I 'A . 1
In issuing this permit the State of North Carolina certifies that O�
this project is consistent with the North Carolina Coastal application fee_
Management Program.

LLINWOOD DESIGN ASSOCIATES, LTD.
3801 Lake Boone Trail, Suite 400, 27607
or P.O. Box 10681, 27605
Raleigh, North Carolina
[phone], Fax [phone]
To Division of Coastal Management
Morhead City Regional Office
P. O. Box 769
or ea I y,N. C. 2
ATTN Charles Jones
RE
LETTER OF TRANSMITTAL
f DATE 11/21/961
JOB No. 95221-31
�N.C.AQUARILIM AT PINE KNOLL
SHORES
APPI CATT0-N-FOIt CONSTRTfCTI-ON--
PERMIT
- LOATING-DOCK__
We are sending you _
X Plans (Blueline) Plans (Original) [3 Plans (Mylar) ❑ Shop Drawings Specifications ❑ Copy of lett
D t'
Copies
1
Dated
11 /21 /96
escnH on
Plans and Specifications for Floating Dockoil
rlP.
>~
1
Application fee of $50
ur,
. ..• ....
t'I
NOV 2 5 1A1
Vr�1.l
These are transmitted as checked below
❑ For Approval ❑ Reviewed ❑ Submit additional copies for approval �] As noted below
❑ For your use ❑ Reviewed as noted ❑ Resubmit copies for distribution ❑ For bids due
❑ As requested ❑ Revise & resubmit ❑ Return corrected prints
For review & comment ❑ Not approved ❑ Loaned prints being returned
Remarks
Project includes:
Extension of existing dock by extending the existing boat access consisting of _
one 6'x10' and one 6' x 26' floating dock configured as shown on the enclosed plans
If you have any q- uestions p ease call, —Craig Morgan or Glen HarrelC
Copies to
With enclosures If enclosures are not as noted,
❑ With enclosures please notify us immediately.
❑ With enclosures If checked below, please:
❑ With enclosures Acknowledge receipt of enclosure
1 Return enclosures to EDA
Name: I rrell, Etlf, R.L.S / Civil -Environmental Div.
Signed:

LOCATION MAP
Y1
I
t'.
I
F I
u _ INFORNUATION
NAM PROJECT: FLOATING DOCK
NORTH CAROLINA AQUARIUM AT PINE KNOLi_. SHORES
ADDRESS: P.O.BOX 0580
ATLANTIC BEACH, NORTH CAROLINA 2851 - 0580
PROPOSED USE: PROVIDE ACCESS TO NEW PONTOON BOAT
OWNER/CONTACT PERSON: NORTH CAROLINA AQUARIUM AT PINE KN LL SHORES
JAY BARNES - DIRECTOR
(919) 24 7-4004
DRAWINGS LIST
NO. DRAWING__TITLE.
C1 FLOATING DOCK
rNOV 2 5 1996
i�.. �.....� w .
dMiiI�MNM MN1�r � �.�p�1R0 ��
- —d ____ I _.
il h _DA
FLOATING DOCK
NORTH CAROLINA AQUARIUM
AT PINE KNOLL SHORES
•N CERT. No. Na _
228'
T �••�� rh CAN�\�e�
i, � �4�uoa•N �+ \\�
/ALA IfG`H11�`\\\���\
CARTERET COUNTY
ATLANTIC BEACH, NORTH CAROLINA
� Elllnwood Design Associates, Ltd.
Architecture Engineering
'i 919-781-1083
PO Box 10681
/ 3801 Lake Boone Trail
Raleigh, North Carolina 27605
Fax: [phone]
DATE
NOV. 219 1996
i �� PROJECT-
-i
� 95223
RLE-NAME: U:\95221\COVER SCALE: 1: 1
SITE
N.C.AOUARIUMS
-�--- TO
SALTER PATH
SOUND
WATER
110SEV
EL T
ATLANTIC OCEAN
0
�L
PINE
KNOLL
BOULEVARD
1 v — - ..—
ATLANTIC BEACH
.4 -4'A
i�

SPECIFICATIONS
SECTION 01010: SUMMARY OF WORK
1 - SCOPE OF WORK
a. General: The work covered by this specification consists of furnishing
all plant, labor, equipment and material, and performing all work in
connection with the complete construction and installation of N. C.
Aquarium Floating Dock in strict accordance with these specifications and
drawings and subject to the terms and conditions of the construction
contract. The project shall include providing all required materials and
providing complete assembly and installation of the floating dock and
gangway as shown on the plans. The major items of work to be furnished
and/or installed are briefly described as follows:
1. Construct, deliver, and install one 6' x 26' floating wolkwav with
wooden decking
2. Construct, deliver, and install one 6' x 10' floating walkwa; with
wooden decking
3. Construct, deliver, and install one 4' x 15' aluminum gangway
4. Provide and install four 8"diameter piles located as shown
on the plans
5. Relocate two existing piles as shown on the plans
6. Provide required structural support to existing dock for new gangway
All quantities are to be considered approximate and the contractor should
verify quantity needs based on pion layout and site conditions.
b. Order of Construction:
1. Contractor shall construct items o.1, a.2,ond a.3 indicated above.
2. Contractor shall deliver items a.1, o.2, a.3, and o.4 to the project
site along with all materials necessary for complete instol-otion
3. Contractor shall install piles in item a.4, relocate piles in item
a.5, and provide structural connection for the gangway to the
existing dock.
4. Contractor shall complete all on -site assembly of, and
installation of items o.1, o.2, and a.3
5. Contractor shall clean site of any unused materials or other
construction related debris and remove and properly dispose of off
of Owner's property
C. Record Drawings: The Contractor shall keep a complete and up to date
record in red pencil of any and all changes made during construction on
one set of plans and specifications. At the completion of the work, the
Contractor shall furnish Record Drawings indicating the final location of
all structures, etc. The Record Drawings shall also show the size and
elevation of all structures. Copy shall be turned over to owner prior to
final payment.
d. Relocation and Replacement of Existing Facilities: Existing structures
or features in conflict with installation of any portion of the contract
work shall be temporarily removed and relocated during construction
operations. Damage to structures or features from failure to relocate
shall be the responsibility of the Contractor and shall be repaired or
replaced at the Contractor's expense. Following construction completion,
all relocated structures and fwnti'rug Shall be returneded to their
original position and replaced in an equal or superior condition than
previously existing.
2 - SITE INFORMATION
a. Location and Construction Limits: The Contractor shall confine his
construction operations within the property of N. C . Aquariums Off-
loading of the delivered materials may be accomplished in the staff
parking area on the east end of the Aquarium building. Heavy vehicle
traffic is not allowed along the access road to the dock site. Because
of the traffic limits of the access road, the contractor may arrange,
at his own expense, for off-loading and assembly of delivered materials
at a nearby site and deliver the assembled dock to the project site by
water.
The Contractor shall be responsible for the preservation and protection
of property adjacent to the work site against damage or injury as a
result of his operations under this Contract. Any damage or injury
occurring on account of any act, omission, or neglect on the part of
the Contractor shall be restored in a proper and satisfactory rnonner or
replaced by and at the expense of the Contractor to an equal or superior
condition than previously existed.
In the event of any claims for damage or alleged damage to property as
a result of work under this contract, the Contractor shall be
responsible for all costs in connection with the settlement of cr defense
against such claims. Prior to commencement of work in the vicinity of
property adjacent to the work site, the Contractor, at his own expense,
shall take such surveys as may be necessary to establish the existing
condition of the property. Before final payment can be made, the
Contractor shall furnish satisfactory evidence that all claims for
damage have been legally settled or sufficient funds to cover such
claims have been placed in escrow, or that an adequate bond to cover
such claims has been obtained.
b. Existing Utilities and Structures: The term existing utilities and
structures shall be deemed to refer to both publicly -owned and
privately -owned utilities such as electric power and lighting, telephone,
water, gas, storm droins, and sanitary sewers, and all appurtenant
structures. Where existing utilities and structures are indicated on
the drawings, it shall be understood that all of the existing utilities
and structures affecting the work may not be shown and that the locations
of those shown are approximate only. It shall be the responsibility of
the Contractor to ascertain the actual extent and exact location of
existing utilities and structures. In every instance, the Contractor
shall notify the proper authority having jurisdiction and obtain all
necessary directions and approvals before performing any work in the
vicinity of existing utilities.
The work shall be carried out in a manner to limit disruption of
normal Aquarium activities and to avoid damage to the existing
facilities. Any damage resulting from the work of this Contract shall
be promptly repaired by the Contractor at his own expense in a manner
approved by the Engineer and further subject to the requirements of
3 any authority having jurisdiction. Where it is required by the
o authority having jurisdiction that they perform their own repoirs or
have them done by others, the Contractor shall be responsible for
M all costs thereof.
N Where operations by the Contractor require any utilitity or
structure to be temporarily supported or otherwise protected during the
N construction work, such support and protection shall be provided by
the Contractor. All such work shall be performed in a manner
satisfactory to the Engineer and the respective authority having
W jurisdiction over such work. In the event the Contractor foils
to provide proper support or protection to any existing utility or
W structure, the Engineer may, at his discretion, have the respective
o authority provide such support or protection as may be necessary to
T insure the safety of such utility or structure; and the costs of
such measures shall be paid by the Contractor.
c. Interference with Operations: The Contractor shall execute the
work to cause minimum interference with normal Aquarium operations.
The intent is for the Aquarium to remain fully operational while
work is being performed. The final connection of the new fire line
shall not be accomplished until all aspects of the new system have
been completed, tested, and approved for operation by the Engineer
and governing state agencies.
d. Facilities Location Stake -Out: The Contractor will be responsible
for construction stake -out of all proposed facilities. The intent of
the drawings is to provide location sufficient to establish the
positional relationship of the facilities.
e. Disposition of Nonsolvageable Materials: All nonsolvageable or
un sable material shall be disposed of off of the Owner's property
as directed by the Owner. All waste material generated by any
wok under this contract shall be handled, transported, stored and
di osed of off the Owner's property, by the Contractor, in
ac ordonce with all applicable federal, state, or local laws,
or finances, regulations, court orders, or other types of rules or
rul gs having the effect of law.
9. Disposition of Salvageable Materials: The Contractor shall be
required to furnish an itemized listing of materials to be salvaged
to the Owner.
h. Parking Constraints: All contractor vehicles shall be porked in
areas designated by the Owner. All vehicles operated by the
contractor or subcontractors shall have a visible identification
showing name of represented company.
3. MATERIALS
a Minimum Design Loads: Every structure shall be of sufficient
strength to support the imposed dead load, live load, wind and impact
loads without exceeding the allowable stresses prescribed for the
various materials. Adequate consideration shall be mode for forces
imposed by earth, wind, water, docking, and mooring.
Design Live Loads shall be 20 psf or 300 Ibs concentrated on any
2 ft. square. Under dead loads, floating docks shall have a minimum
of 15 inches of freeboard. The dock shall have not more than 6 degrees
of tilt from the horizontal under uniform live loading on one-half
of the dock width or under concentrated load of 600 lbs. applied on
any side.
b. Wood: All wood decking, beams, bracing, and supports shall be grade
#1 or better SYP and shall be pressure treated to 0.6 PCF retention with
chromated copper arsenate (CCA) and shall be treated in accordance with
AWPA C1 and C18. All lumber shall be Kiln dried after treatment to a
moisture content of not greater than 19 percent. All lumber shall be
sound, well seasoned, straight grained, free from shakes and large or
loose knots and shall have no defects which will impair its strength
or durability for the purpose intended. All lumber to be surfaced
four sides. Wood decking surfaces shall be installed with o maximum
opening of 1/4".
c. Pilings: Timber pilings shall be 8" in diameter and shall conform to
ASTM D25. Timber pilings shall be pressure treated in accordance with
AA C1, C3, and C18 and AWPB MP-1. Pile guides shall be 10" "Follansbee"
Hop Roller Pile Holders or approved equal. Pilings shall be installed
to a minirnum of 12 ft. below the sound floor and shall be trimmed, after
installation to a height of 3 ft. above the dock surface at normal high
tide.
I
d. I lootation: Flootation units shall be designed to maintain the desired
buoyancy and freeboard if punctured or cracked. Floatation attachment
shall be by molded flange around entire perimeter of unit and shall be
positively attached to structural frame. Floatation shell shall be high
strength, high density, polyethylene. Floatation core shall be expanded
polystyrene, factory pre -molded to ensure complete expansion to a minimum
of 1.0 pcf density.
e. Metal Components:
1. All structural steel components shall be manufactured from ASTM A 36
grade steel. All hardware components, bolts, nuts, and washers shall
be manufactured according to ASTM A 307 and shall be comparable in size
and shape with "Follansbee" Heavy Duty Wood Dock Hardware. All
structural steel, fasteners, bolts, nuts and washers shall be hot
dipped galvanized in accordance with ASTM A 123 with a minimum applied
coating of 2 ounces per square ft.
2. Cleats shall be 10" malleable cost iron in accordance with ASTM A 47.
f. Bumpers and Rubrails: Dock bumpers and rubroils shall be non -marring white
or beige extruded vinyl, and shall meet or exceed the following:
Durometer Hardness of 89
Specific Gravity of 1.368
Brittlely Temperature of -20F
END SECTION 01010
SECTION 01017 SITE MAINTENANCE AND CLEAN UP
1. PERIODIC CLEANUP
During construction, the Contractor shall regularly remove from
the site of the work all accumulated debris and surplus materials
of any kind which result from his operations. Unused equipment and
tools shall be stored at the Contractor's yord or base of operations
for the project.
2. FINAL CLEAN-UP
Before finally leaving the site, the Contractor shall remove from
the site of the work all accumulated debris and surplus materials
of any kind which result from the construction operations, including
construction equipment, tools, sheds, sanitary enclosures, etc. The
completed project shall be turned over to the Owner in a neat and
orderly condition.
The site of the work shall be rehabilitated or developed in
accordance with other sections of the specifications an d the drawings.
In the absence of any portion of these requirements, the Contractor
shall completely rehabilitate the site to a condition and appearance
equal or superior to that which existed ju$t prior to construction,
except for those items whose permanent removal or relocation was
required in the Contract Documents or order by the Owner.
END SECTION 01017
SECTION 1040 COORDINATION
1. GENERAL Coordinate activities included in various Sections to assure
efficient and orderly installation of each component. Coordinate
operations included under different Sections that are dependent on
each other for proper installation and operation. Where installation
of one component depends on installation of other components before
or after its own installation, schedule activities in the sequence
required to obtain the best results. Where space is limited,
coordinate installation of different components to assure maximum
accessibility for maintenance, service and repair.
a. Administrative: Coordinate scheduling and timing of
administrative procedures with other activities to avoid conflicts
and ensure orderly progress.
b. Inspection of Conditions: The Installer of each component shall
inspect the substrate and conditions under which Work is performed.
Do not proceed until unsatisfactory conditions have been corrected.
c. Manufacturer's Instructions: Comply with manufacturer's
installation instructions and recommendations, to the extent that
they are more stringent than requirements in Contract Documents.
d. Inspections: Inspect materials immediately upon delivery and
again prior to installation. Reject damaged and defective items.
e. Provide attachment and connection devices and methods necessary
for securing each construction element. Secure each construction
element true to line and level.
f. Install each component during weather conditions and project
status that will ensure the best results.lsolate each part from
incompatible material as necessary to prevent deterioration.
g. Cleaning and Protection: During handling and installation,
clean and protect construction in progress and adjoining materials
in place. Apply protective covering where required to ensure
protection from damage or deterioration. Clean and maintain
completed construction as often as necessary through the
construction period. Adjust and lubricate operable components to
ensure operability without domaging effects.
2. WORK SCHEDULE
a. Work Hours: Unless otherwise specifically permitted, no work
shall be done between the hours of 6 00 p.m. and 7:00 a.m., nor
on Saturdays and Sundays, except as necessary for the proper core
and protection of work already performed. The Contractor's bid
shall be based upon these restricted work hours.
If it shall become imperative to perform work at night, the
Owner shall be informed a reasonable time in advance of
the beginning of such work. Temporary lighting and all other
necessary facilities for performing and inspecting the work shall
be provided and maintained by the Contractor.
b. Storting Work: The Contractor shall notify Owner one week in
advance of locating equipment or materials at the site. The
Contractor shall notify the N. C. Aquarium staff [phone]
48 hours prior to commencing site work. All safety considerations
must be in place and approved by the owner prior to beginning
construction.
3. WEATHER CONDITIONS
No work shall be done when the weather is unsuitable . The
Contractor shall take necessary precautions (in the event of
impending storms to protect all work, materials, or equipment
from damage or deterioration due to floods, driving rain, or wind
and snow storms. The Owner reserves the right to order that
additional protection measures, beyond those proposed by the Contract,
be taken to safeguard all components of the project. The Contractor
shall not claim any compensation for such precautionary measures so
ordered, nor claim any compensation from the Owner for damage to the
work from weather conditions.
The Bidder shop prepare his bid with the understanding that
unsuitable weather may cause all work to be stopped- however, an
extension of the contract period. will not be permitted due to
unsuitable weather.
4. USE OF FACILITIES BEFORE COMPLETION
The Owner reserves the right to use any portion of the constructed
facilities before final completion of the whole work to be done
under this Contract. However, only those portions of the facilities
which hove been completed to the Engineer's satisfaction, as
evidenced by his issuing a Certificate of Substantial Completion
covering that port of the work, shall be placed in service.
It shall be the Owner's responsibility to prevent premature
connections to or use of any portion of the installed facilities
by private or public parties, persons or groups of persons, before
the Engineer issues his Certificate of Substantial Completion
covering that portion of the work to be placed in service.
END OF SECTION 01040
SECTION 01300 SUBMITTALS
The Contractor is required to file submittals with the Engineer for
materials to be used in the work and as designated elsewhere in
these specifications. All required submittals are of a type and
description as follows:
a. Shop Drawings include, but are not limited to, layout drawings
in plan and elevation, installation drawings, construction drawings,
manufacturer's data, etc. Contractor shall be responsible for
securing all of the information, details, dimensions, drawings,
etc. necessary to prepare the shop drawings required under this
Contract and to fulfill all other requirements of this Contract.
Shop drawings shall, at minimum, accurately and clearly present
the following information:
1. All working and installation dimensions.
2. Arrangement and sectional views.
3. Units of equipment in the proposed positions for installation,
details of required attachments and connections, and dimensioned
locations between units and in relation to the structures.
4. Necessary details and information for making connections between
the various trades including, but not limited to, power supplies
and interconnection wiring between units, accessories,
appurtenances, etc.
b. Catalog Cut is the manufacturer's description, specifications,
and sketches of the material being used. The catalog cut shall
contain sufficient information to determine compliance of the
material with this specification and referenced specifications.
END SECTION 01300
SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
The Contractor shall comply with industry standards and applicable lows and
regulations of authorities having jurisdiction including, but not limited to,
the following:
1. State and Local building codes
2. Health and Safety regulations
3. Utility Company regulations
4. Police, Fire, and Rescue Squad regulations
5. Environmental Protection regulations
END SECTION 01500
NEW 2x10 FPe►Air]f' i IRuoro
EXISTING DECKING,
SKIRTING, AND PILE
2.8'
.. LJ
T NOTE: PARTS LISTED ARE "FOLLANSBEE"
HEAVY DUTY WOOD DOCK HARDWARE PARTS.
EQUIVALENT PARTS MAY BE SUBSTITUTED
UPON APPROVAL BY OWNER.
6
°��° ALUMINUM GANGWAY
a a AR - 415T
CANCWAY SUPPORT DETA IL
NOT TO SCAL.&
26'
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NOTE: PARTS LISTED ARE
"FOLLANSBEE" HEAVY DUTY
WOOD DOCK HARDWARE PARTS
EQUIVALENT PARTS MAY BE
SUBSTITUTED UPON APPROVAL
BY OWNER.
ALL DIMENSIONS ARE TO
FACE OF FRAMING.
INSTALL 2X6 DECKING WITH
MAXIMUM SPACING OF 1 /4"
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VRR-C VRR-C I VRR-C f DOCK BUMPERS
PARTS LEGEND
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- F FLOATATION UNIT
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6' X 26' AND 6' X 10' FLOAT INC DOCK
FRAM INC, PARTS, AND CONNECTION DETAIL
SCAi,.E: I" = 4'
22' --
IVRI/ES- COORDINATE
WITH OWNER
Existing Pier
D
Existing Pier
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SEE GANGWAY 1
SUPPORT I. I
DETAIL
THIS SHEET
`--- ---
FI
FLOAT INC DOCK
SCALE: I"-10'
Install 4 each
8" Piling, Pile Cap, and 10" Hoop Pile Holder
Re -locate existing piling
6' x 26'
Manufactured Floating Dock
See Detail This Sheet
6' x 10'
Manufactured Floating Dock
See Detail This Sheet
4'x15' Manufactured Gangway
Re -locate existing piling
Sept. 18. 1996
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95223
ISSUED: 11/21/96
DWG BY: JGH
CKD BY: CBM
REVISIONS
SHEET NO.
C1
OF 1
FOR REVIEW ONLY
NOT FOR CONSTRUCTION

i ELLINWOOD DESIGN ASSOCIATES,, L.
3801 Lake Boone Trail, Suite 400, 2760� t
or P.O. Box 10681, 27605
Raleigh, North Carolina
[phone], Fax [phone]
To Division of Coastal Management
Morhead City Regional Office
P. O. Box 769
orhead - City, NS C. 28557
ATTN Charles Jones
LETTER OF TRANSMITTAL
DATE 12/23/96 JOB NO. 95221-3
N.C.AQUARIUM AT PINE KNOLL
SHORES
APPLICATION FOR CONSTRUCTION
PERMITS
FIRE PROTECTION WATER LINE AND
-
SALTWATER H-iAR ELINES
We are sending you I TD-E-C f-2 1 1996
L I Plans (Blueline) Plans (Original) (_I Plans (Mylar) [7 Shop Drawings fiio f lett
•a.s.............. .a.sav M.P-
Cnnies Dated i'dn_ Dannrintinn
1
12/20/96
Letter of Approval from Pine Knoll Shores
1
12/ 13/96
_
Letter of Approval from Beacon's Reach
These are transmitted as checked below
❑ For Approval ❑ Reviewed
® For your use ❑ Reviewed as noted
® As requested ❑ Revise & resubmit
❑ For review & comment ❑ Not approved
Remarks
❑ Submit additional copies for approval ❑ As noted below
❑ Resubmit copies for distribution [ For bids due
❑ Return corrected prints
❑ Loaned prints being returned
We understand that these projects have been approved cone
letters of approval from the adjoiners.
If you have any questions please call, Craig Morgan or
anYou!,
Glen Harrell
Copies to
ent upon your receipt of these
n t-iarre
❑ With enclosures
If enclosures are not as noted,
❑ With enclosures
please notify us immediately.
❑ With enclosures
If checked below, please:
❑ With enclosures
Acknowledge receipt of enclosure
Return enclosures to EDA
Name: J. Glen Flarre E.I.T. R.L.S / Civil -Environmental Div.
Signed:

Memo
To. -
From:
Date:
Re:
PC
RDB/jeb
THE TOWN OF PINE KNOLL SHORES
100 MUNICIPAL CIRCLE PINE KNOLL SHORES NC
Glenn Harrell
Roy D. Brownlow
December 20, 1996
N.C. Aquarium
[phone] FAX [phone] { 1
yeba Y
For CAMA purposes, The Town of Pine Knoll Shores does not have a problem with the
N.C. Aquarium, located on Roosevelt Blvd. in Pine Knoll Shores with installing a fire
hydrant, salt water intake, and a small floating dock.
Jay Barnes, N.C. Aquarium

BEACONS REACH TEL: — 19-247-4309 Dec 16,96 9:54 No.001 P.01
NC RQURRIUMJPKS Fax:[phone] Dec 13 '96 14:10 P.01.01
-4-
' Vor'`
December 13, 1996 U
TO WHOM IT MAY CONCERN,
As property managor for Beacon's Reach I have been informed of, and have no
objections to the saltwater intake, fire hydrant loop and floating dark projeots at the
North Carolina Aquarium, Pine Knoll Shores.
Grady F6 her
Post-W Fax Note 7671
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