15980_NC STATE PORTS AUTHORITY_19960222

Ir
Applicant Name
Address _C
City �=.�
I
CAMA AND DREDGE AND FILL
GENERAL � �-��
PERMIT c- �
I
� .5.98p
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the �clasta(R srces Commission
in an area of environmental concern pursuant to 15A NCAC � p-� ,L
�-A C :SA 1;� iv A sAo,t�C1 `"^'` Phone Number q1d- 3 -- (e ZZ
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max, distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
State
zip %- 91-440
SKETCH (SCALE:
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.
permit officer's signature
a,
issuing date expiration date
attachments _7 A Mc A C —11 S -
In issuing this permit the State of North Carolina certifies that ��80
this project is consistent with the North Carolina Coastal application fee
Management Program.

M
NORThOPERATING FUND
CAIKAkqA
N C STATE PORTS AUTHORITY WACHOVIA BANK & TRUST COMPANY
WILMINGTON, N.C. NO. 051887
66-763
531
PO Ts -
DATE 2 / 19 / 9 6 CHECK 51887 AMOUNT $ 5 0 . 00
PAY
FIFTY AND N0/100 DOLLARS***************************************************
NC DEHNR/CAMA 000005581
TO THE PO BOX 27687
ORDER
OF RALEIGH NC 27611-7687
GPc•I5ggo
11605188711' 1:0531076331:0 L8619 00403 211l

it
February 22, 1996
Mr. Charles S. Jones
District Manager
Division of Coastal
PO Box 769
z
NORTH
CAROLI NA
PORTS
JERREL J. FREEMAN, P.E.
Senior Engineer
Management
Morehead City, NC 28557
Re: North Carolina State Ports Authority(NCSPA)
Barge Fendering, Berth #9
Morehead City Terminal
Dear Mr. Jones:
The North Carolina State Ports Authority requests a CAMA
General Permit for the Morehead City Terminal. This general
permit would allow the installation of a barge fendering system
along Berth #9. The purpose of the fendering system is to prevent
cargo barges from drifting under the edge of Berth #9 during low
tides. A blueline print of the proposed fendering system was
delivered to your office on 2-13-96.
Enclosed is the $50.00 permit fee and a letter of no
objections from Mr. J.M. Davis the adjacent riparian property
owner. If any additional information is needed, please call me at
[phone].
Enclosures
Sincerely,
NO/R/TH CAROLINA ST TE PORTS AUTHORITY
H. Layton Bedsole Jr.
Manager of Environmental Affairs
NORTH CAROLINA STATE PORTS AUTHORITY
P.O. Box 9002 • Wilmington, NC 28402 • Tel: [phone] • Fax: [phone]

A
\Jim Dandy
J. M. DAVIS INDUSTRIES INC.
Handv House^
('0NVEN1Er('E ST0110%
February 15, 1996
Mr. H. Layton Bedsole
Manager of Environmental Affairs
PO Box 9002
Wilmington. NC 28402
Dear Mr. Bedsole:
Re: Installation of barge fendering for Berth #9
FEB 1996
`y.
N
RECEIVED
ENGINEERING
DEPARTMENT
As per your request, we hereby offer our concurrence as an adia-
rent riparian property owner with the referenced project.
Sincerel
Cw
AM
w4v
TEXACO
201 ARENDELL STREET 0 MOREHEAD CITY. NORTH CAROLINA • 28557 • 91 9-247-6902

r-"
' E 10
WA Ousc
,Q J
W
O347caf00
o v� I! •�
�n
V) w
LID,- o I to
N
Qg�
GENERAL NOTE$:
1, THE OWNER SHALL HAVE ACCESS TO THE DOCK AT
ALL TIMES DURING DEMOLITION AND CONSTRUCTION OPERATIONS.
2. THE SEQUENCE OF THE CONSTRUCTION, SAFETY OF ALL
PERSONNEL, & CONSTRUCTION PRACTICES ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
3. ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN.
THEREFORE THE CONTRACTOR SHALL VERIFY EXISTING
DIMENSIONS AND ELEVATIONS SHOWN ON 'THE DRAWINGS
AND SHALL FULLY RESOLVE ANY DISCREPANCIES PRIOR
TO COMMENCING ANY WORK.
4. ALL DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM
DEMOLITION & CONSTRUCTION PROCEDURES SHALL BE
REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.
5. ALL ITEMS NOT CALLED OU1 AS "EXISTING' ARE NEW.
6. ALL HARDWARE (EXCEPT AS NOTED) SHALL BE HOT DIPPED
GALVANIZED, GALVANIZING SHALL BE A MIN. OF 6 mil DRY
FILM THICKNESS.
7. TENSION FENDER CHAINS TO ENSURE POSITIVE CONTACT WITH
NEW "D" SNAPPED FENDERS. SEE SPECIFICATIONS FOR
FENDER CHAIN PROPERTIES.
8. TIMBER PILE BUTTS MAY REQUIRE SHAVING/TRIMMING TO ENSURE
ESTABLISHED CLEARANCES ARE MAINTAINED. SHAVE/TRIM ONLY
THAT NESESSARY TO OBTAIN REQUIRED CLEARANCES. APPLY PRESERVATIVE
TO SHAVED/TRIMMED PILE BUTTS AS REQUIRED IN THE SPECIFICATIONS.
9. "D" SHAPED FENDER MANUFACTURER SHALL EITHER FABRICATE
FENDERS WITH 1"0 HOLES AS SHOWN OR PRE -PUNCH PRIOR
TO DELIVERY. FIELD CUTTING OF FENDERS SHALL NOT BE PERMITTED.
10. NEW TIMBER PILES ARE LOCATED TO AVOID EXISTING EXISTING BATTER PILES.
CONTRACTOR SHALL VERIFY THAT THE NEW PILE LOCATION IS CENTERED ON
THE EXISTING STRAIGHT PILES AS INTENDED AND SHOWN.
11. EXISTING HOLLOW CYLINDRICAL FENDERS SHALL BE REMOVED AND STORED,
IN AN APPROVED MANNER, DURING CONSTRUCTION. UPON COMPLETION OF
CONSTRUCTION, EXISTING FENDERS SHALL BE REINSTALLED,
23' -0" - ---- --{
I � - -- � EXIST. VERT PILE
(TYP)
EXIST. BATTER PILE
+ 10.00 MLW (T_O.C)_ (TYP)
(TYP)
+4.83 MLW _.
3'-4�
+ 1.50 MLW (TYP) - —
0.00 MLW __-_.
_59.17 MLW
TIP ELEV.
GENERAL NOTES:
1. EXISTING PILES ALTERNATE IN PAIRS. i.e. 2 BATTER PILE, 2 STRAIGHT PILE.
2. CENTER TO CENTER SPACING OF EACH PILE IS 5'-9"
T9' DI AM
N
I
4'-0" -- _-�
2 -0 CL GANTRY RAIL WEB (EXIST)
-
-- 9„ 3" ASPHALTIC CONCRETE (EXIST)
-- 3 1 /2" CRUSHED ROCK BASE (EXIST)
0 1 , //\/�\ �''\//\//\//\
/0<
EXIST. DOCK SECTION
SCALE 3/8" =1 ' -O"
DREDGED DEPTH VARIES FROM -39' MLW TO -43' MLW
240'-0" (4 BARGES ® 60')-------
_._ 258'-9"
FENDER ELEVATION z
SCALE 1" =10' I 1
CONCRETE DECK NOT SHOWN FOR CLARITY
/ +10:00 MLW (T_O.C.) NEW RUBBER "D" FENDER (SEE SPEC)
NEW 13"0x65' FENDER PILE (SEE SPEC)
r /
8' 0'
-- 5'-9" (TYP) -{
2'-0" -
4" _ NEW 3/4"0 FENDER CHAIN WITH SHACKELS
5" 6"
- 3 3.,
+4.83 MLW }
+ 1.50 MLW
0.00 MLW
+5.92 MLW
+ 10.00 MLW (TOP CONC)
UST. RUBBER
LINDRICAL
MPER -�
MAX!
+6.00 MLW _T 1'_
p 10.. li
I
+4..a i MLW
_.l
NEW 1"0 HD GALV. DOME HEAD MBER BOLT ----
COUNTER SUNK (TYP), (SEE SPEC)
NEW 10" X 12" WOOD RUB BOAR I (SEE SPEC.) NEW 13"0x65' WOOD PILE (EE SPEC.)
+ 1.5_MLW
NOT :
PROTECT ALL FENDER CHAINS WITH
FULL LENGTH, FIBER REINFORCED
RUBBER HOSE.
EXISTING BERTH STRUCTURE
p
D
°
� a
t- NEW 1"0 ASTM #316 OR BETTER STAINLESS STEEL
ALL THREAD SET IN NON -SHRINK, HIGH STRENGTH
EPDXY GROUT SUITABLE FOR MARINE CONDITIONS (TYP)
NEW 10"x10"x24"L "D" SHAPED BUMPER (SEE SPEC.)
NOTCH FLAT TO RECEIVE
NUT ASSEMBLY (TYP 4 PER PILE)
FENDER CHAIN NOT SHOWN
FOR CLARITY
*TRIM PILE BUTT AS REQUIRED TO HOLD THIS CRITICAL
DIMENSION. SEE GENERAL NOTE #8.
FENDER SECTION 4
SCALE 3/4"=1'-0" t 1
CONCRETE DECK NOT SHOWN FOR CLARITY
8' 0"
NEW 10" x 12" TIMBER (SEE SPEC) NEW FENDER PILE (SEE SPEC)
--- --- /�� 1"0 ASTM #316 OR BETTER
STAINLESS STEEL EYE BOLT.
EYE BOLT SHALL BE 6" LONGER
_i �, I THAN NECESSARY AND USED 5 9„
TO TENSION CHAINS BY WAY
1 I OF DOUBLE NUTS (TYP)
NEW "D" BUMPER (SEE SPEC)
TYP. BENT DETAIL 3 -- �Ij� ---�- 1 9" -�
SCALE 3/4" =1 ' - Y' 1 1 " 1 !: �I
" � {2'--3"
, -•NEW 3/4'm FENDER CHAIN WITH SHACKELS ,(SEE SPEC)
' �1'-4"
EXIST. VERT. PILES 1- ---) �- --- - 4 EDGE OF EXIST. PILE CAP
GANTRY RAIL WEB
-; ---�— --- I —77
- _ 5'-. 9..
EXIST. PIER PILE (TYP)
+ EXIST 5 -9 - -- -9
BATTER PILE (TYP)
TYPICAL PLAN 5
SCALE 3/4" = l'-O" 1 1
ED FOR BID 1 11/19/9
DESCRIPTION IAPPI DATE
DEPARTMENT OF ENGINEERING
BARGE TENDERING, BERTH #9
MOREHEAD CITY TERMINAL
-kilili'lliff MOREHEAD CITY TERMINAL
o `ir ; ..:q '•,� - -- - ---- - - SENIOR ENGINEER
JERREL J. FREEMAN, P.E.
,
4 PROJ. No. I/H-213
• DESN: JJS/VFM
DRWN: SDM
v� �_.._._ CHK: VFM
•yGIN��.: u`� O ���5 11 11`�1
• �DATE: 1/4/96
%`° -41��`� SCALE: AS SHOWN
SEAL SHEET 1 OF 1