20130963 Ver 1_CAMA Application_20130909

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
September 4, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Braxton C. Davis John E. Skvarla, III
Director Secretary
Karen Higgins
ED
---- -- ---
Division of Water Resources r,,, - 9 2013
Doug Huggett I o`NR - WATM
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
NC State Ports Authority (Southern and Northern barge fleeting area project)
Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to
the NC Ports Authority property near Radio Island and along Marsh Island
(northern) within the Newport RiverBogue Sound area.
Proposed Project: Proposes two barge fleeting areas. The proposal consists of the
reconfiguration of the southern barge fleeting area. The number of barges
capable of being moored in the southern area will be reduced from 45 to a
total of 9. The northern area would be configured for a maximum of four of
the larger (53' X 260') barges or six of the smaller (35' X 20011) barges.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
September 24, 2013. If you have any questions regarding the proposed project, please contact Heather
Styron, Permit officer at (252) 808 -2808. Ext: 216 When appropriate, in -depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
DATE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: 252 - 247 -3330 Internet: www.nocoastalmanagement.net
An Equal Opportunity %Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC State Ports Authority (southern and northern barge fleeting
Area project) C/O Todd Walton
2. LOCATION OF PROJECT SITE: Located along the existing barge fleeting area
(southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh
Island (northern) within the Newport RiverBogue Sound area.
Photo Index — (Northern Site) 2000: 41 -526 grids (M -N 2 &3)
2006: 41 -8036 grids (K -L 22 &23)
(Southern Site) 2000: 42 -520 grids (D -E 18 &19), (F -19), (G -H 19 &20)
2006: 42 -6409 grids (O -T 5 &6)
State Plane Coordinates — Northern Site -
X: 2692216.8 Y: 362442.8
Longitude: 76 °41'45.95 Latitude: 34 °43'25.66
Southern Site- X: 2693779.1 Y: 359915.7
Longitude: 76 °41'27.94 , Latitude: 34 °43'00.31
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/20/13
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 8/22/2013
Application Complete- 8/22/2013
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Morehead City dated 2007
Land Classification from LUP — Port Mixed Use /Conservation
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: pilings (yes)
(D) Intended Use: commercial
(E) Wastewater Treatment: Existing — Municipal sewer
Planned - None
(F) Type of Structures: Existing — Southern Site (Radio Island) — Buildings on
high ground, road, storage tanks, piers, bulkhead,
day marker, mooring buoys, pilings; Northern Site
(Marsh Island) outfall pipe on Marsh Island, red channel
buoy to the east of the project site.
Planned — removal of four existing mooring as well as all
attached anchors, chains and concrete sinkers
southern site, relocation of an existing day marker # 24 and
the installation of a total of 12 steel pipe monopoles (6 at
each site)
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A

Field Investigation Report:
NC State Ports Authority
Page 02
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water (northern site
N/A
N/A
88,920ft2 Inc.
includes mooring pilings and
barge dimensions of
approximately 55' x 260')
(B) Open Water (southern site
57,200ftz Inc.
includes mooring pilings and
barge dimensions of
approximately 55' x 260')
(D) Total Area Disturbed: 146,120ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The southern site (Radio Island) for this project was previously
permitted through CAMA major permit 122 -96 and expired December 31, 1999. Due to
the expiration of the previous permit, the applicant is requesting a new major permit for
the reconfiguration of the previously permitted southern barge fleeting area along Radio
Island in addition to the construction of a new fleeting area at the proposed northern site
east of Marsh Island within the Newport River. The applicant is proposing to relocate an
existing day marker ( #24) to US Coast Guard standards, remove the existing mooring
buoys along with all attached chains, concrete sinkers and anchors and reduce the number
of barges allowed to moor within the southern fleeting area from a total of 45 to a
maximum count of 9. The applicant proposes to construct a new barge fleeting area at the
northern site east of Marsh Island and west of the USACOE channel setback. The
applicant proposes the installation of a total of twelve 54" steel pipe monopiles. Six of the
pilings would be at the northern Marsh Island site and six would be located at the southern
site west of Radio Island and bordered by the AIWW. The new proposed northern fleeting
area would be capable of allowing six smaller (35' x 200') barges or four larger (53' x
260') to be moored. The southern site would be capable of mooring six of the larger (52' x
260') barges and nine of the smaller (35' x 200') barges.
9. Narrative Description
The NC State Ports Authority project would be located at two sites: one is locatedis
located along Radio Island within the Morehead City ChannelBogue Sound area of the
NC State Ports Authority property. The other side is adjacent to (east) of the spoil island
(Marsh Island), which is owned by the NCSPA, and is located within the Newport River.
The NCSPA project at both sites is located within Public Trust Area below normal high
water and would usurp a total of 88,660 square feet of Public Trust Area within the
southern site and 57,200 square feet within the northern site. Presently there is an existing
barge fleeting area along the southern site (Radio Island) that allows a maximum of 45
barges to be moored. There are not any existing manmade structures along the northern
Marsh Island site other than an existing red channel navigation buoy south of the proposed

Field Investigation Report:
NC State Ports Authority
Page 03
project area and an earthen berm dredge spoil deposit dike with a spoil discharge pipe on
Marsh Island. There are fringes of coastal marsh located along the northeast side of Marsh
Island and north of the aviation fuel site for the NCSPA Radio Island southern barge
fleeting area. The distance of the proposed development from coastal wetland areas is
approximately 360' to the shore for the northern site and approximately 182' to 238',
depending on location, for the southern site. No wetland impacts are proposed. No high
ground development is proposed for this project.
The Morehead City Land Use Plan classifies this property as Port Mixed Use, with all
AEC's classified Conservation. This section of the Newport River and Morehead City
Channel/Bogue Sound is not designated as Primary Nursery Area and is closed to the
taking of shellfish. Both water bodies carry a water classification of SC. Riparian corridors
were determined through the original permit # 112 -96 for the southern site and shall
pertain to the newest proposal and all steel monopoles would meet all required setbacks.
Marsh Island is owned by the NCSPA and does not have any immediately adjacent
riparian properties; therefore riparian corridors are not an issue. Substrate in the Newport
River and the Morehead City Channel/Bogue Sound area is mostly sand and silt. No
SAV's or shellfish beds were observed within the proposal project area. The closest open
shellfish harvesting area is approximately 3,781 feet to the east of the Northern site and
approximately 3158' north of the southern site and is located within a cove area along the
north side of the Morehead/Beaufort causeway.
10. Proiect Description:
The existing major permit # 112 -96 was issued on September 4, 1996, and expired
December 31, 1999. It authorized the construction of a mooring field along the Radio
Island southern site for up to a maximum of 45 barges.
The current proposal is for two barge fleeting areas. The proposal describes the
reconfiguration of the southern barge fleeting area adjacent to Radio Island, the removal of
the existing four mooring buoys with attached anchors, chains and concrete sinkers and the
relocation of the existing day marker #24 per USCG guidelines. The number of barges
capable of being moored within this area will be reduced from 45 to a total of 9. Six 54
inch steel concrete filled monopiles are proposed within this area. The proposal describes
the construction of a new barge fleeting area at the northern site adjacent to Marsh Island
with the placement of six 54 inch concrete filled steel monopiles.
The northern fleeting area east of Marsh Island would be configured for a maximum of
four of the larger (53' x 260') barges or six of the smaller (35' x 200') barges. The moored
barges would be equipped with navigation lights for safety when moored in this area. The
moorings would be 54 inch steel monopiles and filled with cast in place concrete. The
piles would be a height of 20.5' above mean high water and would be equipped with self -
contained solar powered navigation lights and mooring bollards. The proposed metal
pilings within the northern site would be a distance of 100' to 110' landward (west) of the
USACOE channel setback depending on location and approximately 360' waterward (east)
of normal high water (shore) from Marsh Island. The barges would be aligned in a north to
south configuration, moored side -to or shore parallel to the east side of Marsh Island and
along the east side of the mooring pilings. The barge fleeting area location would be

Field Investigation Report:
NC State Ports Authority
Page 04
landward of existing navigation routes. When the smaller barges (35' x 200') are in place a
total of six can be moored and would remain outside of the USACOE channel setback. If
the larger barges (53' x 260') are within this fleeting area then a maximum of four could
be moored. When the larger barges are moored at the northern most portion of the
northern fleeting area (Marsh Island), the barges could encroach 10' into the channel
setback. The water depths within the northern site are an average of -11.5 nlw. The width
of the Newport River in this area is approximately 3,100'.
The existing southern fleeting area along Radio Island would be reconfigured to moor a
maximum of six larger (53' x 260') barges and nine of the smaller (35' x 200') barges
which would be equipped with navigation lights for safety when moored in this area. In
order to accommodate this reconfiguration the existing mooring buoys with attached
chains, concrete sinkers and anchors would be removed. Day marker #24 would be
relocated to an USCG approved location as per USGC specifications. Once the applicant
receives the USCG relocation coordinates, a copy will be sent to DCM. The final six
pilings within this location would be equipped with self contained solar navigation lights
and mooring bollards. The 54 inch steel pipe monopiles filled with cast in place concrete
would be located a distance of approximately 140' to 330' landward of the USACOE
channel setback depending on location and 240' to 440' (west) waterward of nhw
(shoreline). The piles would be a height of 20.5' above mean high water and aligned in a
north to south configuration. The barges would be moored side -to or shore parallel to the
west side of the Radio Island site and along the east side of the mooring pilings. The barge
fleeting area location would be bordered on the west by the existing federal navigation
routes. When the barges are moored, the waterward barges would be lashed to the other
barges tied to the monopiles. The water depths within the southern site are an average of -
17.9' nlw. The width of the Bogue Sound/Morehead City Channel is approximately
1,500'.
11. Anticipated Impacts:
The proposed northern and southern barge fleeting areas would incorporate a total of
146,120 ft2 of open water /public trust area. The setting of pilings would cause temporary
turbidity. There should be no hindrance to navigation due to the location of the pilings,
However, there is a possible 10' encroachment into the USACOE AIWW setback with the
larger barges (260' x 53') at the northern Marsh Island site. When the larger barges are
lashed to the barges moored to the piles, the northernmost barges would
encroach 10' over the channel setback within this area. The pilings along the northern site
would be located a distance of approximately 100' to 110' landward of the USACOE
channel setback, with the remaining six steel pipe monopiles along the southern site located
a distance of approximately 140' to 330' landward of the USACOE channel setback. This
project has the potential to help improve public use of the public trust area along the
southern site by allowing the reduction of the previously permitted usurpation of public
trust area from 5.4 acres (235,224 ft2) to 3 acres (146,120 ft2).
Name: Heather Styron Date: 9/4/13 Morehead City

NORTH
CAROLINA PXCERTD
PORTS ,
SEP 0 3 2013
Mark Blake, P.E.
Director of Engineering and Maintenance
17L't4%1VIH11 Cliff'
August 16, 2013
Ms Heather Styron
Division of Coastal Management
400 Commerce Ave
Morehead City NC, 28557
Subject: CAMA Major Permit Request
Barge Fleeting Area
North Carolina State Ports Authority
Morehead City, Carteret County
Dear Ms. Styron,
The North Carolina State Ports Authority (NCSPA) is requesting a new major
permit for the modification of a current barge fleeting area (southern) near Radio Island
and construction of a new barge fleeting area east of Marsh Island (northern). The areas
are needed to harbor a maximum of 15 barges between and during the off - loading events
at the Port of Morehead City. The current permitted southern site, is west of Radio
Island, approximately 238' from the shoreline of the former Aviation Fuel Terminals.
The northern site is located east of Marsh Island, approximately 364' from the shoreline.
Each mooring field will consist of six 54" metal piling being installed by a barge
mounted crane administering blows to set the pilings. There will be no jetting or
dredging associated with the installation of the pilings. The total disturbed area for the
installation of the pilings will be 190.8 square ft. below MHW. The end pilings in each
area will have navigational aids (lights) attached to the top of each piling. The barges
will be secured to the pilings in a manner that will eliminate arc swing and the barges will
have navigational aids (lights) attached to them.
North Carolina State Ports Authority • 2202 Burnett Boulevard a PO Box 9002 • Wilmington, NC 28402 • www.ncports.com

NORTH
CAROLINA RECEWW
1'ORT� 11 •.SEP U
3 2013
Mark Blake, P.E.
Director of Engineering and Maintenance DCA4 MHD Cffy
As proposed, no land based activities such as wastewater pump out, trash
disposal, or vehicle parking are associated with this request. The project does not entail
any dredging or filling of wetlands.
Please find enclosed copies of the certified mail receipts for the adjacent riparian
property owners notification letters, permit drawings, permit application forms DCM-
MP 1 and DCM -MP4, and a $400.00 application processing fee.
Please call me at (910) 251 -5678 or email [e-mail] if any
additional information is needed. Thank you for your assistance in this matter.
Sincerely,
North Carolina State Ports Authority
Todd C. Walton
Environmental Supervisor
Cc: files
North Carolina State Ports Authority • 2202 Burnett Boulevard a PO Box 9002 • Wilmington, NC 28402 o www.ncports.com

oaiOF4
wFucAnuftr
Niger Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina State Ports Authority
Barge Fleeting Area
x;
Applicant 1: First Name
MI
Last Name
AUG W3
Jeffrey
E
Miles
Todd
Applicant 2, First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Dcm-ym CiY'Sr'
If additional applicants, please attach an additional page(s) with names listed.
PO Box
Mailing Address
PO Box
City
State
Wilmington
9002
Wilmington
NC
ZIP
Country
Phone No.
28402
FAX No.
28402
us
910- - 343
- 6430 ext.
910--343--6237
Street Address (rf different from above)
City
State
ZIP
2202 Burnett Blvd
Wilmington
NC
City
28401 -
Email
2128 Burnett Blvd
jeff.miles @ncports.com
NC
28401 -
2. Agent(Contractor Information
Business Name
North Carolina State Ports Authority
Agent/ Contractor 1: First Name
MI
Last Name
Todd
C
Walton
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
9002
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28402
910 - 251 - 5678 ext.
- - ext.
FAX No.
Contractor #
910 251 5686
Street Address (if different from above)
City
State
ZIP
2128 Burnett Blvd
Wilmington
NC
28401 -
Email
todd.walton @ncports.com
<Form continues on back>
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net

Form DCM MP -1 (Page 2 of 4)
REW17 D APPLIPATION,for
AUG 2 2 2013
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
NA
NA
Subdivision Name
City
State
Zip
NA
Morehead City
NC
28557-
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
NA, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Newport RiverBogue Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Wes ❑No
work falls within.
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
Morehead City/Newport River
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
NA
Southern area 88,660 Northern area 57,200 both below
NHW
c. Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NA, I ,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
NA []NHW or ❑NWL
e. Vegetation on tract
NA
f. Man -made features and uses now on tract
There are currently no structures in the Northern area. The Southern area is currently permitted as a barge fleeting area
g. Identify and describe the existing land uses ad*acent to the proposed project site.
Northern location -The site is adjacent to Marsh Island, a dredge disposal site to the west. The Port of Morehead City is
located to the South.
Southern location - The site is adjacent to Radio Island which is owned by the NCSPA and has a liquid bulk facility located
on it.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
NA
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register fisted or eligible property?
<Form continues on next page>
252 -808 -2808 :- .. www.nccoastaimanagement.net

-Form DCM MP -1 (Page 3 of 4) RECEIVED APPLICATION for
Major Development Permit
AUG 2 2 2013
m. (i) Are there wetlands on the site? ❑Yes ®No
M
(ii) Are there coastal wetlands on the site? 3JCMHT) CITY ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
NA
o. Describe existing drinking water supply source.
NA
p. Describe existing storm water management or treatment systems.
NA
5, Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PublictGovemment
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The area will be used to moor barges while waiting for transport.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The installation of the pilings will be performed by a barge mounted crane. The piling will be driven using blows. No jetting
or dredging is associated with this project.
d. List all development activities you propose.
Installation of 12 Mooring piles, 6 in each fleeting area. Exisitng Mooring buoys will be removed. An existing day marker
( #24) will be relocated per USGC direction. The relocation of the day marker will not be performed until instructeions from
the USCG are obtained. The letter will be provided to NC DCM as soon as it is received.
e. Are the proposed activities maintenance of an existing project, new work, or both? both; maintenance on the southern
area and new work on Northern area
and Southern area
f. What is the approximate total disturbed land area resulting from the proposed project? 95.4 per mooring area / 190.8 total
®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
NA
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ®No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.necoastaimanagement.net

Form DCM MP -1 (Page 4 of 4)
REWIVED
AUG 2 2 2013
APPLIPATION for
Major Development Permit
6. Addidonallnfonnation
In addition to this completed application form, (MP -1) the following items below, AQA ,% X be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e. The appropriate application fee. Check or money order made payable to DENR
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Phone No.
Address P1c-- SE .SFE z/S7 A-m4 cwe;o n e o o!=
Name /ca� — T� Phone No.
Address
Name Phone No:
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NCSPA CAMA Permit 112 -26 issued 9/4/1996
USACE GP permit#198000291 issued 2/11/1991
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owned
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. I I 3 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date /.fAo6 MA Print Name Jeffrey E Miles
Signature
Please indicate application attachments pertaining to yot)r,&posed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP-4 Structures Information
252 -808 -2808 .. 1- 888- 4RCOAST :. www.nccoastaImanagement.net

f
List of names and complete addresses of adiacent riparian property owners notified
United States Army Reserve
Attn: Commanding Officer
410 Fisher Street
Morehead City, NC 28557 -4239
MCYB LLC
2645 Temples Point Rd
Havelock NC 28532
NC Railroad Company
2809 Highwoods Blvd
Suite 100
Raleigh NC 27604
Sea Spray LLC
113 Arendell St
Rm 112
Morehead City NC28557
Williams 42 LLC
8300 Health Park
Suite 217
Raleigh NC 27615
George Rubin Hall III
207W Drewry Ln
Raleigh NC 27609
Radio Island Marina Club Inc
156 Radio Island Rd
Beaufort NC 28516
Radio Island Yacht & Boating Club
156 Radio Island Rd
Beaufort NC 28516
Rodney Ashworth
424 Moultonboro Ave
Wake Forest NC 27587
RECMVp,i)
AUG 22 2013
DCM -MHD CITY

Tide Lines Inc
1450 E Arlington Blvd #A
Greenville NC 27836
Eric and Jasa Ellis
205 Nottingham Ln
Morehead City NC 28557
Peggy Scarboro
114 Rochelle Dr
Morehead City NC 28557
RECEIVED
AUG 222013
DCM - -MHD CrrY

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a. (i) Is the docking facility /marina•
®Commercial ❑Public/Govemment ❑Private /Community
C. (i) Dock(s) and /or pier(s)
(ii) Number NA
(iii) Length NA
(iv) Width NA
(v) Floating []Yes ®No
e. (i) Are Platforms included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
®This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (!)Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed h
6 barges north of bridge
(ii) Number of slips existing
45 existing slios in the south area - this will be reduced to 9
barges south of the bridge
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water, dredging for basin and/or channel
®Open water, no dredging required
❑Other; please describe:
Check all the types of services to be provided
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage (duet slips' only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
Only barges will be moored in the area: no loading or
unloading will take Place in the barge mooring area
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Barges
RECEIVED
AUG 2 2 2013
DCM -MHD Cffy
252 -808 -2808 :: 1- 888.4RCOAST :: www.nccoastaimana_qement.net revised: 12/27/06

Forrlr>t DCM MP -4 (Structures, Page 2 of 5)
k• Typical boat length: 260'x 52.5' I. (i) Will the facility be open to the general public?
❑Yes ®No
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of be pilings?
12 total - 6 south of the bridge. 6 north of the bridge
2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: , Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of ° Pumpout Available' signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality.
j What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing? MCIAVtU
A 11 1 2 2 2013
DCMINED MY
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, page 3 of 5)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed wifhin a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicably
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note. Roofed areas are calculated from diipllne dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpi/e, etc.) ®This section not applicable
a• Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. is the structure(s): b. Number 12 Pilings
®Commercial ❑Public/Govemment ❑Private /Community
RECEIVED
AUG 2 2 2013
DCM MHD CffY
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

. Forlrr>t DCM MP -4 (Structures, Page 4 of 5)
c. Distance to be placed beyond shoreline Southern +/- 238':
Northern 360'+/ -
Note: This should be measured from marsh edge, if present.
e. Arc of the swing Barges will be lashed at both ends therefore
there will not be an arc of the swing
7.' GENERAL
d. Description of buoy (color, inscription, size, anchor, etc.)
Piles will be black, 54" in diameter, with the end piles
having navigation aids (lights) attached. The top of the
piles will be 22.04' above MHW. Marker lights will be
attached to the perimeter barges.
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
The southern area is 75' from the adjacent riparian property Southern Area - 148' + /- to docking pilots dock
line
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Southern area 1500 + /- ft: Northern Area +/ -3100ft
e. (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Blinking lights will be fixed on top of the outer pilings
d. Water depth at waterward end of structure at NLW or NWL
Northern area +/ -15'
Southern area +/ -19'
MOM
AUG 2 2 2013
DCMNIHEIcrrx
252 - 808.2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

P=OEM 0CJW 'W-4 (Structures, Page 5 of 5)
& OTHER 0This section not applicable
a. Give complete description:
Twelve (12) black steel piles will be driven into the river bottom by way of blows for the purpose of establishing 2 barge mooring
areas. One west of Radio Island (southern) with six (6) piles and one east of Marsh island (northern) using 6 piles. There will
be no dredging or jetting associated with this project. The southern mooring area was permitted in 1996 but with the use of
buoys for mooring and was permitted for the mooring of 45 barges. This new project will remove the exisitng bouys and
replace them with piles. The southern area will have the capability to moor 9 barges. The northern area will be an additional
mooring area, with the capability to moor 6 barges. Navigation aid lights will be fixed upon the piles on each end of mooring
areas. Marker lights will also be attached to the moored barges.
15 August 2013
Date
NCSPA Barge Fleeting Area
Project Name
Jeffrey E. Miles, Acting Executive Director NCSPA
Applicant Name
A lica igna
RECEIVM
,SIG 22 2013
oCMVMCNY
Z52- 308 -2808 :: 4- 338- .:MG•, ;�3T .v :vfr +Yt_c�astalrnana�e,� ent.n t revi.ed: 1 >_ 27 06

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a
Q'mEWvfto`RwuT
wm%l%gffft ff% A% sm&&%
rA FUK K v E K . u E
FLEETINGom"
AREA
NORTH CAROLINA STATE PORTS AUTHORITY
MOREHEAD CITY, NORTH CAROLINA
iMplD
AUG 2 2 Z013
DGI ?mo Cat
Twor M-41
NOTE:
DEVELOPMENT WHICH WALL TAKE PLACE WITHIN THE LIMITS OF THE
100 —YEAR FLOODPLAIN AT ELEVATION +7.00 NAVD88 ( +7.96 NGVD29) IS
DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF EXECUTIVE ORDER
NO. 123 — UNIFORM FLOODPLAIN MANAGEMENT POLICY.
INDICATES PLAN, DETAIL,
ELEVATION, OR SECTION
t
INDICATES SHEET NUMBER WHERE
DRAWN OR TAKEN FROM
REFERENCE BUBBLE DESIGNATION
�
SSm r ire
Us NWy ,o tame
Ems' �"" 'wt WA - MOREHEAD
`*ROJECT — \
BOGUE SITES
F MACON
e lE 8A I S FORT
M
ATLANTIC OCEAN
INDEX OF DRAWINGS
SHEET NO.
SHEET TITLE
1
TITLE SHEET
2
GENERAL NOTES AND ABBREVIATIONS
3
DEMOLITION PLAN SOUTH FLEETING AREA
4
DEMOLITION DETAILS
5
ISTRUCTURAL NOTES
6
STRUCTURAL PLANS
7
STRUCTURAL DETAILS —_SHEET 1 OF 2
8
STRUCTURAL DETAILS — SHEET 2 OF 2
9
BORING LOGS — SHEET i OF 2
10
BORING LOGS — SHEET 2 OF 2
NOTE:
DEVELOPMENT WHICH WALL TAKE PLACE WITHIN THE LIMITS OF THE
100 —YEAR FLOODPLAIN AT ELEVATION +7.00 NAVD88 ( +7.96 NGVD29) IS
DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF EXECUTIVE ORDER
NO. 123 — UNIFORM FLOODPLAIN MANAGEMENT POLICY.
INDICATES PLAN, DETAIL,
ELEVATION, OR SECTION
t
INDICATES SHEET NUMBER WHERE
DRAWN OR TAKEN FROM
REFERENCE BUBBLE DESIGNATION
�
SSm r ire
Us NWy ,o tame
Ems' �"" 'wt WA - MOREHEAD
`*ROJECT — \
BOGUE SITES
F MACON
e lE 8A I S FORT
M
ATLANTIC OCEAN

1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT DOCUMENTS
FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT DOCUMENTS SHALL CONSIST OF
THE COMPLETE PROJECT MANUAL (SPECIFICATIONS) AND WORKING DRAWINGS INCLUDING BUT NOT LIMITED TO:
ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS; INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF THE
CONTRACT, SUPPLEMENTARY GENERAL CONDITIONS; DIVISION 1 REQUIREMENTS; TECHNICAL SPECIFICATIONS;
AND ANY RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS
AND SPECIFICATIONS.
2. THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL THE CONTRACTOR SHALL
PROVIDE ALL EQUIPMENT, MATERIAL, SERVICES, LABOR, ETC, FOR A COMPLETE INSTALLATION; INCLUDING WORK
REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INTENDED
RESULTS, WHETHER SHOWN OR NOT ON THE DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. DO
NOT SCALE PROJECT DRAWINGS, REPORT ANY DISCREPANCIES IN THE DRAWINGS AND /OR SPECIFICATIONS TO
THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. THE
CONTRACTOR SHALL NOT BEGIN DEMOUTION /CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE
DISCREPANCY HAS BEEN RESOLVED.
4. SHOULD THERE BE A CONFUCT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, AND /OR
SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING FROM THE OWNER'S REPRESENTATIVE ANY CLARIFICATION OR INTERPRETATION
OF THE GENERAL NOTES, WORKING DRAWINGS, AND /OR SPECIFICATIONS IN WRITING AND IN ADVANCE OF THE
BEGINNING OF DEMOLITION /CONSTRUCTION.
5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
DEMOLITION /CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTORS RESPONSIBIUTY.
6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL
PROTECTION STANDARDS, LAWS, AND REGULATIONS.
7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THIS CONTRACT FOR A
PERIOD OF ONE (1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS.
8. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWINGS ON A
SEPARATE WHITE SET OF PLANS PROVIDED BY THE DESIGNER. THESE ANNOTATED DRAWINGS SHALL BE
RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION.
9. THE NCSPA MOREHEAD CITY TERMINAL IS AN OPERATIONAL PORT FACILITY. THE CONTRACTOR SHALL
COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE IN REGARDS TO PORT OPERATIONS AND ACCESS
TO THE PROJECT SITE.
10. UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY
DEBRIS RESULTING FROM DEMOUTION /CONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE
CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS
OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF
IN A PERMITTED LANDFILL.
11. EXISTING CONSTRUCTION, INCLUDING UTIUTIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO REMAIN
SHALL REMAIN UNDISTURBED AND BE PROTECTED. UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING. AT HIS OWN EXPENSE, ANY AND ALL DAMAGES THAT
MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOLITION /CONSTRUCTION.
13. ALL AREAS DISTURBED DURING DEMOUTION /CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO
THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE NOTED.
14. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, VTIUTIES, PEDESTRIANS, AND VEHICULAR
TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
15. ALL CONSTRUCTION, EXCEPT THAT WHICH CAN BE PERFORMED FROM SHORE OR EXISTING STRUCTURES
SHALL BE CONDUCTED FROM BARGES, WORK BOATS, OR OTHER TEMPORARY PLATFORMS PROVIDED BY THE
CONTRACTOR, AS APPLICABLE.
16. ALL BUILDINGS, SURFACE, AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE PROJECT SITE ARE
NOT NECESSARILY SHOWN HEREON.
17. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE.
UTILITIES SHOWN ARE UMITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND DO NOT NECESSARILY
DEPICT ALL UTIUTY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR
TO BEGINNING WORK. VERIFY DISCREPANCIES WITH THE OWNER'S REPRESENTATIVE.
18. THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE AND /OR LIMIT AREAS OF CONSTRUCTION.
19. LIMITED STAGING AREAS WILL BE PROVIDED ON SITE FOR CONTRACTOR'S USE. THE CONTRACTOR SHALL
CONFIRM THE EXTENTS OF STAGING AREAS WITH THE OWNER'S REPRESENTATIVE.
20. HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM (NAD83).
21. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
DATUM (NAVD88). HYDROGRAPHIC SURVEY DATA (MUDUNE SOUNDINGS) ARE BASED ON LOCAL MLLW
ELEVATIONS.
22. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED
FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS)
BENCHMARK 865 6483 (BEAUFORT, NORTH CAROUNA). ELEVATIONS ARE REFERENCED ON THE 1983 -2001
EPOCH.
MHHW
= +1.46 FT (NAVD88)
MHW
= +1.17 FT (NAVD88)
NAVD88
= 0.00 FT
MSL
- -0.37 FT (NAVD88)
MTL
= -0.38 FT (NAV068)
NGVD29
= -0.96 FT (NAVD88)
MLW
= -1.94 FT (NAVD88)
MLLW
= -2.08 FT (NAVD88)
23. PROJECT SURVEY WAS PERFORMED BY NCDOT AND INFORMATION WAS PROVIDED TO THE DESIGNER BY THE
OWNER.
24. THE OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED
WITHIN THE LIMITS OF THE PROJECT.
25. GEOTECHNICAL INFORMATION WAS PROVIDED TO THE DESIGNER BY THE OWNER. STRUCTURE SUBSURFACE
INVESTIGATION FOR THIS PROJECT WAS PERFORMED IN JUNE 2013 BY THE FOLLOWING. THE GEOTECHNICAL
ENGINEER OF RECORD IS JACOB C. WESSELL, NORTH CAROUNA LICENSE No. 30395. THE "STRUCTURE
SUBSURFACE INVESTIGATION" CAN BE FOUND IN APPENDIX "A" OF THE SPECIFICATIONS.
CATUN ENGINEERS AND SCIENTISTS
220 OLD DAIRY ROAD
WILMINGTON, NORTH CAROUNA
26. FOR DEMOLITION PLAN AT SOUTH FLEETING AREA, SEE SHEET 3.
27. FOR NEW CONSTRUCTION AT SOUTH AND NORTH FLEETING AREAS, SEE SHEET 6.
OTITRI'D
AUG 2 2 ?-013
DCM -Y.HD Cl'Y
ACI = AMERICAN CONCRETE
INSTITUTE
AISC = AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AIWW = ATLANTIC INTRACOASTAL
WATERWAY
ALT = ALTERNATE
ANSI = AMERICAN NATIONAL
STANDARDS INSTITUTE
APPROX - APPROXIMATE
ASCE = AMERICAN SOCIETY OF
STM =
CIVIL ENGINEERS
A AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AWG = AMERICAN WIRE GAUGE
AWS = AMERICAN WELDING SOCIETY
BOTT = BOTTOM
BTW = BETWEEN
CF = CUBIC FEET
CIP = CAST -IN -PLACE
CJ = CONSTRUCTION JOINT
CKD = CHECKED
CLR - CLEAR
CONC - CONCRETE
CONN - CONNECTION
CONSTR = CONSTRUCTION
CONT = CONTINUOUS
CY = CUBIC YARD
DIA = DIAMETER
DIM = DIMENSION
DISCONT = DISCONTINUOUS
DWN = DRAWN
DWT = DEAD WEIGHT TONNAGE
E = EAST
EA = EACH
EL - ELEVATION
ELEV - ELEVATION
EMBED = EMBEDMENT
EO = EQUAL
ETC = ET CETERA
EW = EACH WAY
EXIST. = EXISTING
EXP = EXPANSION
EXT = EXTENSION
F- FAHRENHEIT
FPS = FEET PER SECOND
FT = FEET
GALV = GALVANIZED
GR = GRADE
HWY = HIGHWAY
[CC = INTERNATIONAL CODE
COUNCIL
ID = IDENTIFICATION
IN = INCHES
INC =INCORPORATED
INFO = INFORMATION
INT = INTERMEDIATE
JT = JOINT
K = KIPS OR 1000 POUNDS
KLF = KIPS PER UNEAR FOOT
KSI = KIPS PER SQUARE INCH
L = ANGLE OR LENGTH
LB = POUND
LF - LINEAR FEET
LG = LONG
LONG. = LONGITUDINAL
LT - LEFT
MAX = MAXIMUM
MHHW = MEAN HIGHER HIGH WATER
MHW - MEAN HIGH WATER
MIN = MINIMUM
MISC = MISCELLANEOUS
MLLW = MEAN LOWER LOW WATER
MLW = MEAN LOW WATER
MPH = MILES PER HOUR
MSL = MEAN SEA LEVEL
MTL = MEAN TIDE LEVEL
N = NORTH
N/A = NOT APPUCABLE
NAD - NORTH AMERICAN DATUM
NAVD = NORTH AMERCAN VERTICAL
DATUM
N.C. = NORTH CAROLINA
NCDOT = NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
NCSPA = NORTH CAROUNA STATE
PORTS AUTHORITY
NGVD = NATIONAL GEODETIC
VERTICAL DATUM
NIC = NOT IN CONTRACT
NO. =NUMBER
NOAA = NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION
NOS = NATIONAL OCEAN SERVICE
NIS = NOT TO SCALE
O.C. = ON CENTER
P/C = PRECAST
P/S = PRESTRESSED
PCF = POUNDS PER CUBIC F00T
PEN = PENETRATION
PSF = POUNDS PER SQUARE FOOT
PSI = POUNDS PER SQUARE INCH
QTY = QUANTITY
R - RADIUS
REINF - REINFORCEMENT OR
REINFORCED
REO'D - REQUIRED
R/F = REINFORCEMENT OR
REINFORCED
S - SOUTH
SCH = SCHEDULE
SCO = STATE CONSTRUCTION
OFFICE
SF = SQUARE F00T
SHT = SHEET
SPA = SPACES
SQ - SQUARE
SS - STAINLESS STEEL
STA = STATION
STD = STANDARD
STE = SUITE
STL = STEEL
SY = SQUARE YARD
T = TON
TEMP = TEMPORARY OR
TEMPERATURE
TYP = TYPICAL
UDLL = UNIFORMLY DISTRIBUTED
LIVE LOAD
UFC = UNIFIED FACIUTIES CRITERIA
UHMW = ULTRA HIGH MOLECULAR
WEIGHT
LION = UNLESS OTHERWISE NOTED
U.S. = UNITED STATES
VERT - VERTICAL
VLF = VERTICAL UNEAR FEET
W = WEST, WATER, OR WIDTH
W/ = WITH
WP = WORK POINT
WT = WALL THICKNESS
= SECONDS OR INCHES
= MINUTES OR FEET
• = ASTERISK
= NUMBER OR POUND
do = AND
0 =AT
q = CENTERLINE
0 = PLATE
0 = DIAMETER
= DEGREES
i = PLUS OR MINUS
X= PERCENT

737 f$4 14
147 15 16 I35 72
-21 114 151 148 tai, 756 tE5 tog lab
EXIST. ADJACENT PILOT
DOCK TO REMAIN
#24 TO BE RELOCATED.
141 14 153 Ic f 1�1 S It) F
+•' 141 DANARKER
SEE NOTE 1
24 .1 Ir 1-1 3
123 1 14-) 14
'7'7 145 123 14t 145 14 153 15', 174 185 M
291 154 144 144 fo 4 172 Ift .5 3 I;c If" fag log 7
EXIST. MOORING BUOY TO
BE REMOVED. TYP
13 4 144 152 is 1 176 150 (4 WVAL), gt� NOTE'� --Ac 5 a
3�� 4 1 7.f. "I 11-�
I Ao 739 td' n? Is 3 184 192 =02 177 144 170 107
1
355 206 Ti ek 13• 149 164 1P0 Q% 8 208 147 124 170 38
•105 ZIS 12 •131 15 1 7 17.9 201 211 1? 1 112 67 a7
EXIST. MUDLINE
SOUNDING, TYP
(WATER DEPTH
143 312 125 5 153 Is fi 20-1 201 201 77 5 BASED OUWLLW)
I EAST LIMIT OF
-,--,—FEDERAL CHANNEL
1`8 338 t36 150 142 ILI 5 18s 19 189 165 ill
ii APPROX LOCATION
-11 2 35 0 17 ;1 14\ 4 15 3 t0 -o 187 2C. 0 15 1
OF SHORELINE
r
425 388 247 14 01 15 1? 141 200 174 125 23
434 299 14 Y3 15F 170 194 182 168 120 22
CHANNEL
SETBACK UMIT
434 1co 0 -.12 14•6
1755 ttS 183 IB7 156 10.1
43 C, 4111 -- D 119 18; 7B 14 3 14.7 APPROX PROPERTY
BOUNDARY
4' 35 f) 2 181 178 1- 141 '? 4
4f 6 .33 55 U 24 J IJ5 n 1,3 4 17 F; 4-1.6, _Iz-2— Tm—
APPROX PROPERTY
EXIST. CONC DOLPHIN BOUNDARY EXT, TYP
TO 4Z 6 44 291 1-3 REMAIN
149 120 69
DEMou-nON PLAN — SOUTH LOCA-nON ALI G -9 -2 2013
SCALE: 1"-1201
EXIST DAY MARKER
#24 TO BE RELOCATED
.A
DAY MARKER PHOTO
\'3 SCALE: NIS
NOTES:
1. REMOVE EXISTING DAY MARKER #24 AND EXTRACT EXISTING
TIMBER SUPPORT PILE. REINSTALL AT LOCATION AS
INDICATED ON THE PROJECT DRAWINGS.
2. REMOVE EXISTING MOORING BUOY (4 TOTAL). INCLUDING
BUOY, CHAINS, CONCRETE SINKERS, AND ANCHORS, AND
DELIVER TO THE OWNER.
EXIST DAY MARKER
#24 TORE RELOCATED
EXIST. MOORING BUOY,
TO BE REMOVED. TYP,-
MOORING BUOY PHOTO
\13 1/ SCALE: NIS
120' w 120' 240'
SCALE: 1-=--120'

c
REMOVE EXISI
12,000 LB
ANCHOR, TYP
-v EXIST. WATERUNE
REMOVE EXIST.
ANCHOR
wti"1
REMOVE EXIST. 6'x3'x3'
CONCRETE SINKER
ELEVATION
MOORING BUOY REMOVAL
3 NOT TO SCALE
REMOVE EXIST. 2"
MARINE GRADE STUD
LINK CHAIN
REMOVE EXIST.
MOORING BUOY W/
MOORING TEE do
MARINE LANTERN
REMOVE EXIST.
MOORING BUOY
EXIST.
MUDLINE
tSilzcf.me D
AUG 2 2 2013
Dic" .-:amG7ey
NORM — DEMOLITION DETAILS BARGFLEETING NEWPORT REA
CAROLINA APPLICATION BY: MOFFATT & NICHOL
PORTS . NORTH CAROLINA STATE PORTS AUTHORITY
"Ito ION air an MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88
SHEET 4 OF 10 DATE: JULY 2013

DESIGN CODES ANN REMBENCE51
1. THE FOLLOWING CODES AND REFERENCES WERE UTILIZED FOR THE DESIGN OF THIS PROJECT:
A. ACI (AMERICAN CONCRETE INSTITUTE), 318 -08, "BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE"
B. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION), 9th EDITION, 1989, MANUAL OF STEEL
CONSTRUCTION — ALLOWABLE STRESS DESIGN"
C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS), 7 -02, MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES"
D. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). 43rd EDITION, 2006, ASTM
STANDARDS IN BUILDING CODES"
E. AWS (AMERICAN WELDING SOCIETY ), D1.1, 2006, "STRUCTURAL WELDING CODE — STEEL"
F. ICC (INTERNATIONAL CODE COUNCIL), 2009, 'NORTH CAROLINA STATE BUILDING CODE (2006
INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS)"
G. UFC (UNIFIED FACILITIES CRITERIA). 2005, U.S. DEPARTMENT OF DEFENSE, "DESIGN: PIERS
AND WHARVES"
1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 'SPECIFICATIONS FOR
STRUCTURAL CONCRETE UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL REINFORCED CONCRETE
MATERIALS SHALL BE PROPORTIONED, FABRICATED, DELIVERED, AND PLACED IN ACCORDANCE WITH
ACI 318 -08 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. ALL CAST —IN —PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145* PCF).
3. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED. CEMENT
SHALL BE TYPE II CONFORMING TO ASTM C 150.
A. CIP CONCRETE ..........................4000 PSI ® 28 DAYS
STRL1MRAL AND MIS 1 ®NEQ S SIM "
1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL. ALL WELDING SHALL CONFORM TO AWS
D1.1, UNLESS OTHERWISE NOTED.
2. ALL STEEL SHAPES, PLATES, MISCELLANEOUS FABRICATIONS, AND HARDWARE SHALL BE
ZINC — COATED OR GALVANIZED BY THE HOT —DIP PROCESS IN ACCORDANCE WITH THE REQUIREMENTS
OF ASTM A 123 AND /OR ASTM A 153 AS APPLICABLE AFTER FABRICATION, UNLESS OTHERWISE
NOTED. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST
OXIDE PAINT, COLD GALVANIZED COMPOUNDS, OR APPROVED EQUAL CONFORMING TO THE
REQUIREMENTS OF ASTM A 780. IN ADDITION, ALL EXPOSED THREADED SURFACES ON BOLTS AND
ANCHORS SHALL RECEIVE TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF THE
NUT.
3. STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING,
UNLESS OTHERWISE NOTED:
A. MISC PLATES. BARS & SHAPES........
ASTM A 572, GR 50, GALV, LION
B. STEEL PIPE ....................
ASTM A 53, GALV, LION
C. HIGH— STRENGTH STEEL BOLTS .........
ASTM A 325, GALV, LION
D. STEEL ANCHORS .................ASTM
A 449, GALV, LION
E. STEEL NUTS ....................
ASTM A 553. GALV, LION & ANSI B18.2.2
F. STEEL WASHERS ..................ASTM
F 436, GALV, LION & ANSI B18.22.1 (TYPE
2. STEEL PIPE PILES SHALL CONFORM TO THE FOLLOWING MINIMUM PROPERTIES, LION:
A— PLAIN), ANSI B 18.21.1 (LOCKING)
G. SS BOLTS /ANCHORS ..............
ASTM A 193 OR ASTM F 593, TYPE 316L
H. SS NUTS .......................ASTM
A 194 OR ASTM F 594, TYPE 316L & ANSI
BE PERMITTED.
618.2.2
I. SS WASHERS ....................ANSI
818.22.1 (TYPE A— PLAIN), ANSI 818.21.1
WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS.
(LOCKING), TYPE 316L
F0UAIDAmObl:
1. STEEL PIPE PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED ON THE
DRAWINGS. IF THE MINIMUM TOP ELEVATION CANNOT BE ACHIEVED, THEN NOTIFY THE OWNER'S
REPRESENTATIVE IMMEDIATELY. DRIVING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS,
USING HAMMER OF AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER4CEYV
MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF THE PILE AND CHARACTER OF
SUBSURFACE MATERIAL TO BE ENCOUNTERED.
2. STEEL PIPE PILES SHALL CONFORM TO THE FOLLOWING MINIMUM PROPERTIES, LION:
2 20
EI U ;7
AUG 9 9
A. 54 70 PIPE PILE ASTM A 252, GR 3
3. SPUDDING AND /OR JETTING OF PRESTRESSED CONCRETE PILES OR STEEL PIPE PILES WILL NOT
BE PERMITTED.
xnCITY
4. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE
WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS.

NORTH FLEETING AREA - PLAN
6 SCALE: 10120'
'4 S 1;
EXIST. ADJACENT PILOT DOCK
%•E+ t1't� 1; 1.0 ,Y ,1 '4d 4'4 _N I ., .
f O
(j P IILE33¢¢
k4i 151 1 ?S 1Sb '40 145 14' 1;.; �t =; te3E269383��54',
277 14" ,t 17? 14i 14 '4� !;'•A I''� 7 4 i�5. ��`- tF,i it t2 (''7:>t•
1 �PS –O6 i - 6
a 5.1 t,3 t17 as as 164 172 i is �PB -05£7 1-
� c 5 14
1,6 t.7 1s. ,:4< 'c7 163 t-: •- -4+tL_ 700 1? CL 'J7 13: 14
't 5
I '
3;4 t: I'11, 9 14, 1 1&Z 1841 1, . 7GL t77 1 e t %� t07
35� _Ub I_?1 t37 la a t54 t4n 1, _ 26a 21,15 147 'o '4 12 L• 3 7 !
1 _
APPROX LOCATION OF PB -04 ' �-� o EXIST. MUDLINE /
SOIL, BORING, 7. FOR f PS -03 n SOUNDING, TYP f
1 to
4q 5 253 ,SOIL, BORING L00.PSEE tE 179 :q t <t t 191 11 0 8 T (WATER DEPTH
1 SHEETS 9 do 10 I o BASED ON MLLSM�
I c
4S % 312 12 13° t5' 166 205 �91 ,01 _ 175 99 19
t CHANNEL 111
SETBACK LIMIT J
ti
4,8 3.'8 136 7j (• t1 �j 1,0,< 188 1198 in9 iti 5 Ill
a /
1 1 H
t + (\-APPROX LOCATION
144 151 78(1 ;97 200 l06 157 33 OF SHORELINE
11 �PB -02
3 141�0 f — _
4_ 5 ft,a t4 f•, 15 9 17 5 t4 1 2G 0 t 2 2
1 B -Ot'-
STEEL PIPE MONOPILE,
TYP, SEE
434 'l 387 299 143 t t5S 2. 194 t82 165 1:0 22
/i
434 ' +Cl ) n '532 14e 1155 17.5 IS P,
1 I WP $4 1 I
PILE ILE BENT
N 359817.46
'36 4� EAWLIMIT'0F9 ,61 I.+a t� t; I 693964.86 a 7 DESIGNATION, TYP
FEDERAL CHANNEL 'I S j
OILE APPROX PROPERTY
' DE SGN W ON I BOUNDARY
44 0 42 c" ;5 C• .7 8 1 . ` Oil t7 A t6 0 APPROX PROPERTY
BOUNDARY EXT, TYP� `t
4y r• 432 ^.6 249 140t 1A4
1-" APPROX LOCATION
OF EXIST. CONC DOLPHIN
- LOCATON FOR REINSTALLATION OF
+
`=
EXISTING DAY MARKER 44 C- t .2 ° ?; t 17 3 t t8. is 9 t2 n b 3 BE COORDINATED WITH THE OWNER.
. t
AUG 2 2 2013
t/rm�� m��m�p•� �" SOUTH F�T1NG AREA - PLAN 120' 0' 120' 240'
�I.tVA- tvli3.V c-•� a ; 6 SCALE: 1'°120
SCALE: 1' =120'
reR�'STRUCTURAL PLANS NEWPORT RIVER
NORTH BARGE FLEETING AREA
pows NORTH CAROLINA STATE PORTS AUTHORITY APPLICATION BY: MOFFATT & NICHOL
piarlwotea MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88
SHEET 6 OF 10 DATE: JULY 2013
EXIST. 1
SOUNDINGNG, . TYP TYP
l
t
,
(WATER DEPTH 3 9
X100'
BASED ON MLLW)
1
5 t� t,i CHANNEL
WP �jf a9 I SETBACk
1.
UyIT
q. PILE
i
N 363227.61
i
E 2692,480.41 !
�
a-- s
t
'
1
r.4 4.i I I;,S 11S IttC: t19
1
�
f
�
PB -09
bs A.
I
�
It
7 i
121 ®4
13 5�
250' -0`t
�PB -08
1'
8? i 114 124
1391
1
11
I '
1
91 t'.-sb_.s�3 - -- ��4,
I
'42
EAST LIMIT OF f
FEDERAL CHANNEL J
O
I
STEEL PIP ar10NOP1'.F3, I
TYP, SEE + 173 1 32 113
142
1 I
'
1 WEST LIMIT OF
� I t
FEDERAL CHANNEL ' 1
1
713 122? —_13 4D
lit
171
1
APPROX LOCATION OF PB -07 '
SOIL BORING, TYP, POR t) 4 13 1 139 1515
, 5a
1:70 l
SOIL BORING LOG, SEE I
}
SHEETS 9 do 10 '
I
,
_ 1 2 134 142 - 1511
.�,
1 5
i
0E
PILE' BENT
c
17 WP- V2 It, 1
10 9
DESIGNATION, TYP I
N t
PILE ROW q PILE N 362680.57
1
DEISGNATION E 2692537.38 11
t
>7 111 li- 1°0 16 7
176
17,
1`
g� t
°d '1 4
EXIST. NAVIGATION BUOY
i
i
tnF il' J 1; L 140 171? 2177
1. 19 Et
;?4�
NORTH FLEETING AREA - PLAN
6 SCALE: 10120'
'4 S 1;
EXIST. ADJACENT PILOT DOCK
%•E+ t1't� 1; 1.0 ,Y ,1 '4d 4'4 _N I ., .
f O
(j P IILE33¢¢
k4i 151 1 ?S 1Sb '40 145 14' 1;.; �t =; te3E269383��54',
277 14" ,t 17? 14i 14 '4� !;'•A I''� 7 4 i�5. ��`- tF,i it t2 (''7:>t•
1 �PS –O6 i - 6
a 5.1 t,3 t17 as as 164 172 i is �PB -05£7 1-
� c 5 14
1,6 t.7 1s. ,:4< 'c7 163 t-: •- -4+tL_ 700 1? CL 'J7 13: 14
't 5
I '
3;4 t: I'11, 9 14, 1 1&Z 1841 1, . 7GL t77 1 e t %� t07
35� _Ub I_?1 t37 la a t54 t4n 1, _ 26a 21,15 147 'o '4 12 L• 3 7 !
1 _
APPROX LOCATION OF PB -04 ' �-� o EXIST. MUDLINE /
SOIL, BORING, 7. FOR f PS -03 n SOUNDING, TYP f
1 to
4q 5 253 ,SOIL, BORING L00.PSEE tE 179 :q t <t t 191 11 0 8 T (WATER DEPTH
1 SHEETS 9 do 10 I o BASED ON MLLSM�
I c
4S % 312 12 13° t5' 166 205 �91 ,01 _ 175 99 19
t CHANNEL 111
SETBACK LIMIT J
ti
4,8 3.'8 136 7j (• t1 �j 1,0,< 188 1198 in9 iti 5 Ill
a /
1 1 H
t + (\-APPROX LOCATION
144 151 78(1 ;97 200 l06 157 33 OF SHORELINE
11 �PB -02
3 141�0 f — _
4_ 5 ft,a t4 f•, 15 9 17 5 t4 1 2G 0 t 2 2
1 B -Ot'-
STEEL PIPE MONOPILE,
TYP, SEE
434 'l 387 299 143 t t5S 2. 194 t82 165 1:0 22
/i
434 ' +Cl ) n '532 14e 1155 17.5 IS P,
1 I WP $4 1 I
PILE ILE BENT
N 359817.46
'36 4� EAWLIMIT'0F9 ,61 I.+a t� t; I 693964.86 a 7 DESIGNATION, TYP
FEDERAL CHANNEL 'I S j
OILE APPROX PROPERTY
' DE SGN W ON I BOUNDARY
44 0 42 c" ;5 C• .7 8 1 . ` Oil t7 A t6 0 APPROX PROPERTY
BOUNDARY EXT, TYP� `t
4y r• 432 ^.6 249 140t 1A4
1-" APPROX LOCATION
OF EXIST. CONC DOLPHIN
- LOCATON FOR REINSTALLATION OF
+
`=
EXISTING DAY MARKER 44 C- t .2 ° ?; t 17 3 t t8. is 9 t2 n b 3 BE COORDINATED WITH THE OWNER.
. t
AUG 2 2 2013
t/rm�� m��m�p•� �" SOUTH F�T1NG AREA - PLAN 120' 0' 120' 240'
�I.tVA- tvli3.V c-•� a ; 6 SCALE: 1'°120
SCALE: 1' =120'
reR�'STRUCTURAL PLANS NEWPORT RIVER
NORTH BARGE FLEETING AREA
pows NORTH CAROLINA STATE PORTS AUTHORITY APPLICATION BY: MOFFATT & NICHOL
piarlwotea MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88
SHEET 6 OF 10 DATE: JULY 2013

NAVIGATION LIGHT HALF STL PIPE
RUB STRIP, TYP
O
MOORING
BOLLARD, TYP
BARGE BERTHING LINE, TYP
PLAN
STL CAP PLATE
FOR NAVIGATION
LIGHT, SEE NOTE 2
& SEE
SELF CONTAINED SOLAR
POWERED NAVIGATION
LIGHT ® BENTS 1 & 6 ONLY,
SEE NOTE i
PILE TOP
EL +24.00 (NAVD88)
SIDE FACING
MOORING BOLLARD,
- - - TYP, sEE C4
HALF STL PIPE
RUB STRIP, SEE®
e
STABBING POINT
EL +2.50 (NAVD88) — J rQ MHHW EL +1.46 (NAVD88)
FIELD STABBING
POINT, SEES\
EL —3.00 (NAVD88V
54 "0 x 314" WT
STL PIPE PILE—
R MLLW EL —2.08 (NAVD88)
.00
EXIST. MUDUNE,
EL VARIES
PILE TIP EL —76.00 (NAVD88)
I. CO TRACTOR SHALL PROVIDE AN AUTOMATIC POWER PHAROS
MARINE CLASS C SINGLE LIFT ASSEMBLY OR APPROVED EQUAL.
OPTIC COLOR AND CHARACTERISTICS SHALL BE FIXED RED.
2. FOR BENTS WITHOUT NAVIGATION LIGHT, OMIT STEEL CAP PLATE
AND CREATE ROUNDED TOP FOR DRAINAGE WITH CONCRETE FILL.
ELEVATION
alN STEEL PIPE MONOPILE
6 SCALE: 1/2'-I• -O"
SEE NOTE —
STABBING POINT
ELEVATION
54 "0 STL
PIPE PILE
I 1 I
PEN, UT
`STABBING PLATE,
SEE®7
NOTE:
CONTRACTOR SHALL CUT TOP OF PILE SQUARE AND GRIND SMOOTH FOR
SPLICE WELDING. CONTRACTOR SHALL ESTABLISH STABBING POINT
ELEVATION AS NECESSARY FOR INSTALLATION PROCEDURE AND PILE
DRIVING EQUIPMENT EMPLOYED. SUBMIT PROPOSED FIELD STABBING
POINT ELEVATION FOR APPROVAL PRIOR TO COMMENCING FABRICATION.
C2 FlELD STABBING POINT
7 SCALE:
12 "0 SCH 40
PIF
1/2- TH
STABBIh
"0 STL
IE PILE
/2" THICK STL
'TABBING
'LATE, TYP
STABBING PLATE
7 SCALE: NTS
PIPE
1' -3"
9"
TYP
I
/8- STL CAP PLATE
10 "0 SCH 80 STL PIPE
5/16 TYP
4'0 SCH 80 STL
_ , iI PIPE & CAP, TYP
m ii t�
I
° I FULL
,
PEN
3/8" x 11 1/2"0
STL CAP PLATE
1
I
1\
IPE RECCE M
AUG 2 2 2013
STL PIPE PILE
2' -0"
12 "0 SCH 80
STL PIPE
C SIDE FACE BOLLARD
7 SCALE: r =1' -0"
STL CI
PLATE
I r Li►1
IAVIVA IIVN
IGHT
12 "0 HOLE FOR
PUMPING CONC
PE PILE BELOW
1/2" THICK STL 1/2"
CAP PLATE ' TYP
I i PIPE PILE
I I
I I
I
I
ELEVATION
STEEL CAP PLATE
kl.L� SCALE NTS
2• -0• V -0• 2' -0' 4' -0"
SCALE: 1/2"=l'-O"
1' -0• 01-0" V -0" 2• -0"
SCALE: 1 " =1' -0"
6" 0• -0" 3" 6"
SCALE: 3 " =1' -0"

I.-
E
SEAL END W/
1/2' STL CAP
PLATE, TYP—
Ar—
PILE TOP
EL +24.00
(NAVD88)
—JA
HALF STL PIPE
RUB STRIP, TYP
STABBING
'DINT
8 "0 SCH 8(
STL PIPE R
STRIP, TYP
STABBING PORTION
io STABBING 8 "0 SCH 8C
POINT STL PIPE Ri
STRIP, TYP
I
I I
$s o
M I I
I
I'v
I EL —3.00
io I (NAVD88)
PIPE PILE
DRIVEN PORTION
1 RUB STRIP
7 SCALE: 1 * -1' -0-
t•
LE
CONNECTION
TYP, SEE
e
NO R B STRIPS SHALL BE SHOP WELDED TO
STABBING PORTION OF PIPE PILE AND
COMPLETELY SEALED WITH STEEL CAP PLATES.
2. RUB STRIPS ON DRIVEN PORTION OF PILE SHALL
BE BOLTED TO PIPE PILE IN THE FIELD.
n
n
/,
11
/!
11
//
11
STL TAB PLATE
WELDED TO RUB
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SHEET 2 OF 2 BARGE FLEETING AREA
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roffirs , NORTH CAROLINA STATE PORTS AUTHORITY APPLICATION BY: MOFFATT & NICHOL
MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88
SHEET 10 OF 10 DATE: JULY 2013