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JT C
State of. North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor Roger N. Schecter
Jonathan B. Howes, Secretary March 25, 1993 Director
MEMORANDUM:
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Atlantic Diving & Marine Construction/Kevin Walker
Project Location: S.R. 1350, approximately 1,000 feet south of Cape Fear Memorial Bridge,
Eagle Island, Brunswick County
Proposed Project: the applicant proposes to transfer the existing permit to his name, and modify
the project to expand the dredging limits by 106,000 square feet, relocate and
upgrade the design of the mooring dolphins, add two additional mooring
dolphins on highground, redesign and relocate the pier, add an additional pier,
and include the repair of the existing bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 15, 1993. If you have any questions regarding the proposed project, please contact
Ed Brooks at extension 247. When appropriate, in-depth comments with supporting data is
requested.
REPLY: L.-,"This agency has no objection to the project as proposed.
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.
SIGNED MATE
V
127 Cardinal Drive Extension, iSilmington, N.C. 28405-3845 • Telephone [phone] • Fix 919 3542064
An Equal Opportunity Affirmative Action Employer
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON;f P, 0-
WQ SUPERVISOR: ADKINS
DATE: April 16, 1993
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 93 PERMIT NO.: 93246 COUNTY: Brunswick
PROJECT NAME: Atlantic Diving & Marine Construction
PROJECT TYPE: Dredge PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: March 29, 1993
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: Cape Fear River
CLASS: SC STREAM INDEX #: 18-(71)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
HYDRO CNECT?: N/A WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: NO
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant propose to transfer the
existing permit, issued to Eagle Island Marine on February 14,
1992, to his name. Also proposed are project modifications which
include the expansion of dredging limits by 106,000 sq. ft., the
addition of a pier, the upgrade and redesign of mooring dolphins,
and piers, and the repair of the existing bulkhead.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #'s 2668 and 2665
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Existing septic tank
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 1,600 sq. ft. N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? No N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes RR {? nn -
ApR 191993
93246.Apr
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Brooks
John Parker
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
2.
3.
4.
5.
6.
7
APPLICANT'S NAME: Atlantic Diving & Marine Construction/Kevin Walker
LOCATION OF PROJECT SITE: S.R. 1350, west side Cape Fear River,
approximately 1000 feet south of Cape Fear Memorial Bridge, Eagle Island,
Brunswick County
Photo Index - 1989: 179-37, M-17, 18, 19 1984: 15-187, 0-8, 9, 10
State Plane Coordinates - X: 2316800 Y: 178200
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/27/91 3/2/93 - Office
Was Applicant Present - no yes
PROCESSING PROCEDURE: Application Received - CC 3/22 /93
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional/Industrial
(B) AEC(s) Involved: EW, PT, ES APR 1 41993
(C) Water Dependent: Yes
(D) Intended Use: Commercial WETLANDS GROUP
(E) Wastewater Treatment: Existing - Septic tank system WATER QUALITY SECTK
Planned none
(F) Type of Structures: Existing - Shop Bldgs. (2), Office, Railway crane
Planned - Pier, Mooring Dolphins, Breasting dolphins, bulkhead replacement
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 266,000 S.F.
open water
(C) Other +700 acres
Existing COE spoil disposal area
(D) Total Area Disturbed: 266,000 S.F.
(E) Primary Nursery Area: yes
(F) Water Classification: SC Open: N/A
8. PROJECT SUMMARY: The applicant proposes to transfer the existing permit to
his name, and modify the project to expand the dredging limits by 106,000 square
feet, relocate and upgrade the design of the mooring dolphins, add two additional
mooring dolphins on highground, redesign and relocate the pier, add an additional
pier, and include the repair of the existing bulkhead.
Atlantic Diving & Marine Contractors, Inc.
Page 2
9. PROTECT DESCRIPTION
The project site is on the west side of the Cape Fear River, approximately 1,000 feet
south of the Cape Fear Memorial Bridge, in Brunswick County. The site is accessed
by an unimproved road off the entrance road to the U.S.S. Battleship North Carolina
Memorial.
The existing 8.34 acres marine terminal is bulkheaded along its 800' shoreline
adjacent to the Cape Fear River. The property includes two office buildings, two
work/storage buildings, and a gentry crane and rail system at the waterfront. The
remainder of the site is marled storage yard. The Cape Fear River is approximately
1,000 feet wide in the project area with.a 16 foot water depth at the bulkhead. The
shipping channel of the Cape Fear River is approximately 550 feet wide in the project
area and is located from 290 feet to 340 feet waterward of the bulkhead (near bottom
edge). The channel is maintained at a depth of 40 feet by the U.S. Army Corps of
Engineers. The Cape Fear River is classified SC by the N.C. Division of
Environmental Management, and is a primary nursery area classified by the N. C.
Division of Marine Fisheries.
The applicant is in the process of purchasing project site from Eagle Island Marine,
Inc., and is requesting to transfer the permit to his company name, as well as ,
modify the permit to accommodate his development plan. The applicant proposes to
provide extended berthing for one or two (moored in tandem) large ships (up to 700
ft. long X 100 ft. wide) to facilitate maintenance, repairs, loading, and unloading.
The applicant proposes two additional mooring dolphins on highground and to
upgrade the design of the mooring dolphins to accommodate the load of two vessels
moored in tandem. Engineered specifications include ten (10) pipe or concrete pilings
per dolphin, with concrete caps and dual pipe bollards. The two breasting dolphins
would be located approximately 25 feet waterward of the bulkhead, in the central area
of the property, and would be equipped with fender systems. The two mooring
dolphins would be located on the highground, one on the north and one on the south
side of the property. The applicant proposes two elevated docks adjacent to the
bulkhead. The largest would be located 15 feet off the northern property line, 60 feet
long, extending 15 feet waterward of the bulkhead. This pier will facilitate ingress
and egress to the stern of the moored vessels. A second pier, 20 feet long and 15 feet
wide, is proposed adjacent to the bulkhead, slightly north of the center of the
property. The applicant proposes to expand the area to be dredged, by flaring the
northern and southern ends of the permitted dredge limits, thus, allowing the ships to
maneuver in and out of the mooring facility. The proposed flares would extend north
and south from the landward corners of the existing dredging limits on a 45 degree
angle to the Cape Fear River channel. This would expand the length of the dredging
limit along the channel from 800 feet to 1290 feet. The applicant proposes to reduce
the dredging depth from 32 feet to 30 feet. The applicant has also proposed. the
replacement of the existing bulkhead. The necessity for this work would depend on
the results of an underwater structural survey of the existing bulkhead. Should the
wall require complete replacement, a new steel or concrete sheet pile structure is
proposed two feet water-ward of the existing bulkhead.
r
Atlantic Diving & Marine Contractors, Inc.
Page 3
10. ANTICIPATED IMPACTS
The proposed project would increase the area to be excavated from the permitted
160,000 square feet to 266,000 square feet. The dredging expansion would create
approximately 15,000 cubic yards of additional spoils material. The proposed mooring
of two ships in tandem, 700 feet in length, would occupy approximately 14,000
square feet of estaurine and public trust waters.
Submitted by: E. F. Brooks Date: 3-25-93 Office: Wilmington
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b.. Is the proposed activity maintenance of an
existing project new work, or both?
(both
c. Will the project be for community, private, or
a. Name Atlantic CLivinT$ Ma rinerontr commercial use?
actoxs, Inc. Commercial
Address 6609 N. Market St.
City Wilmington State NC d. Describe the planned use of the project.
Zip 28405 Dayphone 919- 791-2411 _ Extended Berthing, Repairing, Unloading
of Vessels
Landowner or x Authorized agent
b. Project name (if any) Terminal Improvements
4 LAND AND WATER
c. If the applicant is not the landowner, als ivc-1he-, - RACTER{STICS
'
owner
s name and address.
a. entire tract 8.34 ac
Eagle Island Marine, In c. ?,L2
P.O. Box 1004 9 IM Size of individual lot(s) N/A
Wilmington, NC 28402
Elevation of tract above mean sea level or
? ?
-
` ,
National Geodetic Vertical Datum
?
2 LOCATION OF PROPOSE?''``'`A,- ?'-i -- GEMENI 8 feet +/- MS1
PROJECT d. Soil rye(s) and texture(s) of tract.
d/Sil
an
ts and Marl
a. Street address or secondary road number
SR 1350
b. City, town, community, or landmark
Eagle Island
c. County
Brunswick
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Cape Fear River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier .
Eris ruc Dolphins, Piers and
Dredging, ReAArR 13oLy f- EPt)
e. Vegetation on tract None
f. -r-aaiyedre f Quanset now on tractrRaneu?ldings (2),
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local govemment?
Commercial
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
3/91
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m. Water supply source N/A
structures proposed N/A
n. If the project is oceanfront development, describe
b. Number of lots or parcels N/a the steps that will be taken to maintain established
public beach accessways or provide new access. N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed o. If the ro.ect is on the oceanfront, what will be the
N/A ve mean sea level of the first habitable
e. If the proposed project will disturb more than
acre of land, the Division of Land Resources
receive an erosion and sedimentation control plan at MAR 17 W
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion DIVI:IVATION AND FILL
control plan been submitted to the Division oLat?TAL TION
Resources? N/A H
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
g. List the materials, such as marl, paver stone, asphalt,
or concrN?Ato be used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have ftheAse facilities received state or local approval?
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). N/A
Access channel
(MI_.W) or (1``WL)
Boat basin
Other (break-
water, pier,
boat ramp,
rockjetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
b. Amount of material to be excavated from below
water level in cubic yards 50,000 +/-
c. Type of material Sand/Si tts
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
No
e. High ground excavation, in cubic yards -
None
2 3/91
f. Dimensions of spoil disposal area c. Shoreline
rosion during preceding 12 months, in
e
Eagle Island COE Spoil Site A
N/
feet

g. Location of spoil disposal area d. Type of bulkhead material _ SlrE 4 Bu 1 khead
Eagle Island COE Spoil bite
e. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? No mean high water 600 YARDS
attach a letter granting permission from the
If not,
owner.
Authorized under pee:vi bus permit. f. Type of fill material SA ?/ GRR VE c.
COtUC RE7G
i. Will a disposal area be available for future
maintenance? Yes
Ifso,where? Eagle Island COE Spoil Site 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
sw Nops, or water areas? ing items must be submitted:
k. Will the fill material be placed below mean high pi o
'the deed (with state application only) or other
p
water? No 4 411
t under which the applicant claims title to the
1. Amount of fill in cubic yards N/A _
?e ?l'roperty. If the applicant is not claiming to be
r l owner of said property, then forward a copy of the
m. Type of fill material N/A deed or other instrument under which the owner claims
Aipe, plus written permission from the owner to carry out
n. fill material N/A
Source of
'
Rt
?
o. Will fill material be placed on marsh or other
wetlands? N/A An accurate Nvork plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled
N/A 1/2 x 11 white paper. (Refer to Coastal Resources
- Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled?
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Hydraulic Dredge and Clam Bucket
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap - 800'
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
b. Average distance waterward of mean high water or
normal waterlevel a IN fiRoN-r' of F XiST ( 6
3/91
t
Name
Address P . Box 7
Wrightsville Beach, NC 28480
Name F r Towino
Address P.O. 'Box 1466
Wilmington, NO 28402
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
_Action ID 19910149 permit # 19-9 _
issued on Feb. 14,1992
A, check for $250 made payable to the Department of
Envirorunent, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the day of , 199's•
1
X
Landowner or Authorized agent
e?-Ta , M
MAR 1! 2' 1993
DIVU51ON OF
COASTAL MANAGEMEN,

4
3/91
TOTAL P.01
U-sx-co
PROJECT PACIFIC
9TE ' MOLASSES
CAPE FEAR
TOWING
APE FEAR
/ I MINAL

/
AMERADA
HESS
DoTTaD UN5_ R?PR?s?NTs NEW
5`t I:?l- [?lbl Khi?HO <? b\4 F9,0N'T OF

PIER. 60'x15' PIER 20 x I _ 4 _• i _ _
15
BREASTING
DOLPHIN O
I VICINITY MAP I
1'=2000'
CAPE FEAR RIVER
FLOOD S-MAR W)
CAPE 'D' R RO •
I R I?
CAPE 'D' ORO
RIPRARIAN
- - 2 Q/ LIMITS (711,P)
A [20' ACCESS ROAD
'
W L20' GATE
_? +r.
GENERAL PLAN
1'-200'
'19.
2
PROPERTY LINE
AND FENCE
'198.644' - SCALES
TO G 3 3
1'. jow
190 .0 ?Qo 2 3 4°
GENERAL PLAN EAGLE ISLAND
AND VICINITY MAP TERMINAL IMPROVEMENTS
ADJACENT PROPERTY OWNERS Atlantic Diving do Gary Greene
1. Alan Rusher `, Consult/n Engineering
2- Cape Fear Towing Marine Contractors. Inc. Ports and Harbors
1 6809 Market Street P Box • Raleigh, NC 27624
4• Wilmington, North Carolina 28408 DATE:.3/93 'SHEE? I OF 3

? b b C?BATTEFj,
0' 0 PIPE BC

YP.)
SHORE LINE
LARDS I
CHANNEL
13 5/8' 0 PIPE PILE (TYP.)
t
F'ENDERING
MASW DO" PUN
3/32" - 1'-0'
4
RUBBER
F ENDERING
PIPE BOLLARD
EL - +10
N
CONCRETE CAF
PIPE PILES
M
\C) b d d
0
I
/0 C'?
1 i
PIPE BOLLAF
EL.
CON
PIPE P
OR P/;
PILES
20'DIA. PIPE
BOLLARDS
13 5/8"DIA. PIPE
PILES (TYP.) OR 18'
P/S CONC. PILE
MOM DOLPF9N SEC ON-88
3/32" = 1'-0'
4x DECK PLANKING
6 x 14 TIMBER 14 x 14 TIMBER CAP
STINGERS AT
16"O.C. (TYP.) EL +8.0
11•z I I I
12
a
MAR ?- 199j
14" BUTT DIA.
TIMBER PILES (TYP.)
ELEVATION VARIES
? I?j N

TYPICAL PIER SECTION
1"=20'
Structural
Sections
ADJACENT PROPERTY OWNERS
1. Alan Rusher
2. Cape Fear Towing
3.
4.
Atlantic Diving and
Marine Contractors, Inc
6609 Market Street
Mmington, NC 28406
Eagle Island
Terminal Improvements
Garr Greene
Consulting Engineering
Ports and Harbors
at Office Box 99213 • Raleigh, NC 27624
DATE: 3/93 SHEET 2 OF 3
M -
&MOM DO" RA
3/32' - 1'-0-
BEAM WPM SECTOR-AA
3/32" = 1'-0"
,
0
-38

CAPE FEAR RIVER
EXIS' CHANNEL AUTHORIZED DEPTH -38 MLW
t
7S5 EDGE TO -30 MLLW
135' (TYP)
"A 110 T1 -- ??b
RIPARIAN LIMITS
ggE,??
B RNG I C-
NOTE: Disposal from
mechanical dredging to
be on site w/ perimeter
silt fence
DREDGING PLAN
1"-200'
Dredging Plan
ADJACENT PROPERTY OWNERS
1. Alm Rusher
2- Cope Fear Towing
3.
4.
Atlantic Diving and
Marine Contractors, Inc
8609 Market Street
Wilmington, NC 28408
Eagle Island
Terminal Improvements
*=?;s, Gary Greene
----mn vorts and moroors
st Office Box 99213 * Raleigh, NC 2782
DATE 3/93 SHEET 3 OF 3
SECTION 1
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 1, 1993
Regulatory Branch
Action ID No. 199300859 and State Permit No. 19-92
Atlantic Diving
C/o Mr. Gary Greene
Post Office Box 99213
Raleigh, North Carolina 27624-9213
Gentlemen:
Reference your Department of the Army (DA) permit to maintain and enlarge
a ships' berth, relocate and upgrade mooring dolphins, install two additional
dolphins, relocate a pier, construct a second pier, and replace and backfill a
bulkhead on the Cape Fear River, immediately downstream and southwest of the
Cape Fear Memorial Bridge, Wilmington Harbor, .W"runswick County, North
Carolina.
Because of considerations for public safety and through coordination with
Captain of the Port, U.S. Coast Guard, Marine Safety Office, Wilmington, North
Carolina, I have determined a need to further condition your (DA) permit.
Pursuant to 33 CFR 324.7, your DA permit is hereby modified to include the
following special conditions prior to any work authorized by this permit:
- The permittee will provide to the Captain of the Port, U.S. Coast Guard,
Marine Safety Office, Wilmington, North Carolina, any and all information as
may be requested regarding structural stability of facilities, mooring
arrangements, and emergency contingency planning. The permittee will comply
with any and all directives and/or recommendations of the Captain of the Port.
Neither the facility nor any part of any ships moored at the facility shall
extend closer than 50 feet to the bottom edge of the navigable channel.
Questions or comments may be addressed to Mr. Cliff Winefordner,
Regulatory Branch, telephone [phone].
Sincerely,
Walter S. Tulloch
Colonel, Corps of Engineers
District Engineer
I
Copies Furnished:
Captain of the Port
U.S. Coast Guard, Marine Safety Office
272 North Front Street, Suite 500
Wilmington, North Carolina 28401-3907
NOAA, NOS, Coast and Geodetic Survey
Mapping and Charting Branch
Source Data Unit, N/CG2211, Station 7350
1315 East-West Highway
Silver Spring, Maryland 20910-3233
l;a!John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
34S Courtland Street, NE
Atlanta, Georgia 30365
-2-
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management -
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
r %b?
DEPARTMENT OF THE ARMY p
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 22, 1993
Regulatory Branch
Action ID. 199300859 and State Permit No. 19-92
Atlantic Diving
C/o Mr. Gary Greene
Post Office Box 99213
Raleigh, North Carolina 27624-9213
Gentlemen:
WUNI 2 1993
Reference your application for a Department of the Army permit to maintain
and enlarge a ships, berth, relocate and upgrade mooring dolphins, install two
additional dolphins, relocate a pier, construct a second pier and replace and
backfill a bulkhead on the Cape Fear River, immediately downstream and
southwest of the Cape Fear Memorial Bridge, Wilmington Harbor,IMPanswick
County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-CO80-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
'r -'4?*
-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
K John Dorney
°NTater Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890 JUN _ 3 1993
WILMINGTON, NORTH CAROLINA 28402-1890 u
IN REPLY REFER TO
May 26, 1993
Regulatory Branch
Action ID Nos. 199101494 and 199300859 and State Permit No. 19-92
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Atlantic Diving and Marine Contractors,
Incorporated, represented by Mr. Kevin G. Walker, for a Department of the Army
permit to maintain and enlarge a ships' berth, relocate and upgrade mooring
dolphins, install two additional dolphins, relocate a pier, construct a second
pier and replace and backfill a bulkhead on the Cape Fear River, immediately
downstream and southwest of the Cape Fear Memorial Bridge, Wilmington Harbor,
Brunswick County, North Carolina
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. The new bulkhead will not be positioned farther waterward than two (2)
feet from the alignment of the existing bulkhead.
c. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
d. The fill material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will
not be used as fill.
e. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour within adequate dikes or other retaining
structures to prevent spillover of solids into any vegetated wetlands or
surrounding waters.
i
-2-
f. Prior to any placement of excavated material in the Corps of
Engineers' retention area on Eagle Island, the permittee will obtain specific
permission from the Navigation Branch, Construction-operations Division,
Wilmington District, Corps of Engineers.
g. The terminal end of the pipeline from the dredge into the diked
retention area will be positioned at or greater than 50 feet from any part of
the dike and a maximum distance from spillways to prevent dike erosion and to
allow adequate settlement of suspended solids.
h. A water control structure will be installed at the intake end of the
effluent pipe leading from the retention area in order to ensure maximum
settlement of suspended solids.
i. Flow from the diked retention area will be confined by pipe, trough,
or similar device to a point at or below the mean low water (MLW) elevation
contour to prevent gully erosion and siltation.
j. No vegetated wetlands will be excavated or filled.
k. Excavation will not exceed thirty (30) feet below the elevation of
mean low water (MLW).
1. This permit does not authorize the interference with any existing or
proposed Federal project, and the permittee will not be entitled to
compensation for damage or injury to the authorized structure or work which
may be caused from existing or future operations undertaken by the United
States in the public interest.
m. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
n. If the display of lights and signals on the authorized structure is
not otherwise provided for by law, such lights and signals as may be
prescribed by the U.S. Coast Guard will be installed and maintained by and at
the expense of the permittee.
o. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit. The permittee is
not relieved of this requirement if he abandons the permitted activity without
having it transferred to a third party.
p. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 25 NTU's or less are not considered significant.
.? 3
-3-
q. If the permittee discovers any previously unknown historic or
archeological remains while accomplishing the authorized work, he will
immediately notify the Wilmington District Engineer who will initiate the
required State/Federal coordination.
r. This permit does not grant any property rights or exclusive
privileges.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
John Dorney
ater Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
P.
9
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Atlantic Diving & Marine Construction/Kevin Walker
2. LOCATION OF PROJECT SITE: S.R. 1350, west side Cape Fear River,
approximately 1000 feet south of Cape Fear Memorial Bridge, Eagle Island,
Brunswick County
Photo Index - 1989: 179-37, M-17, 18, 19 1984: 15-187, 0-8, 9, 10
State Plane Coordinates - X: 2316800 Y: 178200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/27/91 3/2/93 - Office
Was Applicant Present - no yes
5. PROCESSING PROCEDURE: Application Received - CC 3/22 /93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional/Industrial
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic tank system
Planned - none
(F) Type of Structures: Existing - Shop Bldgs.(2), Office, Railway crane
Planned - Pier, Mooring Dolphins, Breasting dolphins, bulkhead replacement
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 266,000 S.F.
open water
(C) Other +700 acres
Existing COE spoil disposal area
(D) Total Area Disturbed: 266,000 S.F.
(E) Primary Nursery Area: yes
(F) Water Classification: SC Open: N/A
8. PROJECT SUMMARY: The applicant proposes to transfer the existing permit to
his name, and modify the project to expand the dredging limits by 106,000 square
feet, relocate and upgrade the design of the mooring dolphins, add two additional
mooring dolphins on highground, redesign and relocate the pier, add an additional
pier, and include the repair of the existing bulkhead.
" Atlantic Diving & Marine Contractors, Inc.
Page 2
i
9. PROTECT DESCRIPTION
The project site is on the west side of the Cape Fear River, approximately 1,000 feet
south of the Cape Fear Memorial Bridge, in Brunswick County. The site is accessed
by an unimproved road off the entrance road to the U.S.S. Battleship North Carolina
Memorial.
The existing 8.34 acres marine terminal is bulkheaded along its 800' shoreline
adjacent to the Cape Fear River. The property includes two office buildings, two
work/storage buildings, and a gentry crane and rail system at the waterfront. The
remainder of the site is marled storage yard. The Cape Fear River is approximately
1,000 feet wide in the project area with a 16 foot water depth at the bulkhead. The
shipping channel of the Cape Fear River is approximately 550 feet wide in the project
area and is located from 290 feet to 340 feet waterward of the bulkhead (near bottom
edge). The channel is maintained at a depth of 40 feet by the U.S. Army Corps of
Engineers. The Cape Fear River is classified SC by the N.C. Division of
Environmental Management, and is a primary nursery area classified by the N. C.
Division of Marine Fisheries.
The applicant is in the process of purchasing project site from Eagle Island Marine,
Inc., and is requesting to transfer the permit to his company name, as well as ,
modify the permit to accommodate his development plan. The applicant proposes to
provide extended berthing for one or two (moored in tandem) large ships (up to 700
ft. long X 100 ft. wide) to facilitate maintenance, repairs, loading, and unloading.
The applicant proposes two additional mooring dolphins on highground and to
upgrade the design of the mooring dolphins to accommodate the load of two vessels
moored in tandem. Engineered specifications include ten (10) pipe or concrete pilings
per dolphin, with concrete caps and dual pipe bollards. The two breasting dolphins
would be located approximately 25 feet waterward of the bulkhead, in the central area
of the property, and would be equipped with fender systems. The two mooring
dolphins would be located on the highground, one on the north and one on the south
side of the property. The applicant proposes two elevated docks adjacent to the
bulkhead. The largest would be located 15 feet off the northern property line, 60 feet
long, extending 15 feet waterward of the bulkhead. This pier will facilitate ingress
and egress to the stern of the moored vessels. A second pier, 20 feet long and 15 feet
wide, is proposed adjacent to the bulkhead, slightly north of the center of the
property. The applicant proposes to expand the area to be dredged, by flaring the
northern and southern ends of the permitted dredge limits, thus, allowing the ships to
maneuver in and out of the mooring facility. The proposed flares would extend north
and south from the landward corners of the existing dredging limits on a 45 degree
angle to the Cape Fear River channel. This would expand the length of the dredging
limit along the channel from 800 feet to 1290 feet. The applicant proposes to reduce
the dredging depth from 32 feet to 30 feet. The applicant has also proposed the
replacement of the existing bulkhead. The necessity for this work would depend on
the results of an underwater structural survey of the existing bulkhead. Should the
wall require complete replacement, a new steel or concrete sheet pile structure is
proposed two feet waterward of the existing bulkhead.
P , %
Atlantic Diving & Marine Contractors, Inc.
Page 3
10. ANTICIPATED IMPACTS
The proposed project would increase the area to be excavated from the permitted
160,000 square feet to 266,000 square feet. The dredging expansion would create
approximately 15,000 cubic yards of additional spoils material. The proposed mooring
of two ships in tandem, 700 feet in length, would occupy approximately 14,000
square feet of estaurine and public trust waters.
Submitted by: E. F. Brooks Date: 3-25-93 Office: Wilmington
1 ,
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stoanwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project new work, or both?
Both
1 APPLICANT
c. Will the project be for community, private, or
a. Name sInc. commercial use?
Commercial
Address 6609 N. Market St.
City Wilmington State NC
Zip 28405 - Dayphone 919- 791-2411
Landowner or x Authorized agent
b. Project name (if any) Terminal Improvements
d. Describe the planned use of the project.
Extended Berthing, Repairing, Unloading
of Vessels
4 LAND AND WATER
c. If the applicant is not the landowner, al Y"' -- - .. ?,, RACTERISTICS
owner's name and address. "Pt
a. a entire tract 8.34 ac
Eagle Island Marine, Inc
P.O. Box 1004 MAR IM Size of individual lot(s) N/A
Wilmington, NC 28402
Elevation of tract above mean sea level or
D1 V ." ?i-National Geodetic Vertical Datum
2 LOCATION OF PROPOSE "AL -MANAGEMENT 8 feet +/- MS1
-
PROJECT
a. Street address or secondary road number
SR 1350 _
d. Soil type(s) and texture(s) of tract
Sand/Silts and Marl
e. Vegetation on tract None
b. Cit , town, community, orlandmark
E g 1 e I s 1 and f. an- ade f tures now on tract Buildings (2),
Trailer, Quanset Hut & Crane
County
Brunswick
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Cape Fear River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier
ons ruc o phi F`s,iers an
Dredging, REPAIR SULK Hk RV,
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation
Developed
Rural
X Transitional
Community
Other
h. How is the tract zoned by local government?
Commercial
i. How care adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
3/91

` 5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m. Water supply source N/A
structuresproposed N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
b. Number of lots or parcels N/a public beach accessways or provide new access.
c. Density (Give thenumber of residential units and the N/A
units per acre.) NA
the ro'ect is on the oceanfront, what will be the
d. Size area to be graded or disturbed ??M%V
mean sea level of the first habitable
e
e. If the proposed project will disturb more than
lilt
acre of land, the Division of Land Resources
receive an erosion and sedimentation control plan at MAR 17 1993
least 30 days before land disturbing activity begins. XP a
If TION AND FILL
&
applicable, has a sedimentation and erosion DIVIS'
control plan been submitted to the Division oCUf?JTAL ' TION
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
g. List the materials, such as marl, paver stone, asphalt,
or concrete to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatmen tfAacilities.
j. Have N/ A facilities received state or local approval?
L Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). N/A
2
Access channel
(ML,W) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
b. Amount of material to be excavated from below
water level in cubic yards 50 , 000
c. Type of material Sand/Silts
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
None
3/91

f. Dimensions of spoil disposal area
Eagle Island COE Spoil Site
g. cation of spoil disposal area
Eagle Island COE Spoil Site
h. Do you claim title to the disposal area? No
If not, attach a letter granting permission from the
owner. Authorized under peemi bus permit.
i. Will a disposal area be available for future
maintenance? Yes
If so, where? Eagle Island COE SDmi l Site
osion during preceding 12 months, in
c. ShoreliMY
feet d. Type of bulkhead material _ STe'E't_ Bulkhead

e. Amount of fill, in culjc yards, to be placed below
mean high water 600 YARDS
f. Type of fill material .S'R-PJD I GRA VE [.
cc NC RE'r t^
8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
sw Nops, or water areas? ing items must be submitted:
k. Will the fill material be placed below mean high A _ the deed (with state application only) or other
water? No i "S 41 m t under which the applicant claims title to the
N/A affe 7 roperty. If the applicant is not claiming to be
1. Amount of fill in cubic yards r owner of said property, then forward a copy of the
m. Type off ill material N/A deed or other instrument under which the owner claims
We, plus written permission from the owner to cant' out
n. Source of fill material N/A
o. Will fill material be placed on marsh or other _
wetlands? N/A
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
N/A
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Hydraulic Dredge and Clam Bucket
s. Will wetlands be crossed in transporting equipment
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap - 800'
b. Average distance waterward of mean high water or
normal water level N fiRON'f OF F X i!bT i tV9
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is apart
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91
. Name H & R Tnwina Company
Address P.O. Box 947
Wrightsville Beach, NC 28480
Name Cape Fear Towing
Address P.O. Box 1466
Wilmington, NC 28402
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Action ID 199101494 Permit # 19-92
Issued on Feb. 14,1992
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the 115? day of 1? , 193.
X ` ID
Landowner or Authorized agent
MAR 17 1993
DIVISION OF
COASTAL MANAGEMENT
4 3/91
u.S.COE I
DOTTaD LINE REPf,esENTS NEW
S`rc-r,- euLy1iEH0 "r-" IIv FRoNT QF
E X,.S71Nq
O
PROJECT
SITE
TOWG /
1 PACIFI
' APE FEAR
' INAL
I
AMERADA
• HESS
I VICINITY MAP I
1-2000'
?. -- -
J' 4
- CAPE FEAR RIVER
?'`- Et0o0 S Egg hi?:t ? r' ly?J
CAPE 'D' RdRO •
??
10
CAPE 'D' RORO
I ? 0 I?
RIPRARIAN
- - - - - - -? 42.io LIMITS (TYP)
IER 60'x15 I 2OX15
1
BREASTING
¦ DOLPHIN
411.6 MS'S ? -?-2x2.2
PARKING
20' ACCESS ROAD
PROPERTY LINE
20' GATE AND FENCE
+----do-u-+? ?r+ +-.N-+-?r-?t.w.r??-r?--+-++?w :::?]
GENERAL PLAN 7ae•64' SCALES,
1•_200' 1O.W 4 igpo ?°
low
? 2r 3QO
GENERAL PLAN EAGLE ISLAND
AND VICINITY MA? TERMINAL IMPROVEMEN
ADJACENT PROPERTY OWNERS Atlantic Diving ;k Gary Greene
1. Alan Rwiher Mip Consuitm En inC4rirf
2. Cape Fear Towing Marine Contractors, Inc. MMMEN ors and arbors
I GM Market Street Post x 92213 a Raleigh. N 27624
4. Mmington, North Carolina 28406 DATE: 3/63 SHEE- 1 OF 3
a .
41
I 18"-O?
-T

31 b.bbeA'(;, (
20'•PIPE B
YP.)
1
SHORE LINE
LARDS I
CHANNEL
m
18'-0'
-,00 PIPE
13 5!8'DIA. PIPE
PILES (TYP.) OR 18
P/S CONC. PILE
13 5/8' • PIPE PILE (TYP.)
FENDERING
&WASiNG DQPlm PLAN
3/32' - 1'-0'
E
RUBBER
FENDERING
CONCRETE CAP-
PIPE PILES
LM SEC11d?
3/32" - 1'-0"

8 x 14 TIMBER
STINGERS AT
16'O.C. (TYP.)
11j¢
12
PH
1' - 20'
ADJACENT PROPERTY OWNERS
1. Alan Rusher
L Cape Fear Towing
3.
4.
PIPE BOLLARD
EL +8
CONCRE AP 111
PIPE PILES
OR P/S CONC.
PILES
3/32' 1'-0"
-4x DECK PLANKING
-14 x 14 TIMBER CAP
EL +8.0

MLW O.OV
TSAR t ' 1995
?- 14' BUTT DIA.
TIMBER PILES (TYP.)

I ELEVATION VARIES 1 r T
Structural
Sections
Atlantic Diving and
Marine Contractors, Inc
8609 Market Street
Wilmington, NC 28408
Eagle Island
Terminal Improvements
Gary Greene
Consu/t/n En ine_r/n, -
Parts and Harbors
a fft ox 99213 • Rolei NC 27624
DATE. 3/93 SHEET 2 OF 3
PIPE BOLLARD
EL - +10
m
mcam pm" PLAN
3/32' - 1'-0'

-38
a.vA
MQn 17 1?1?15
OF
CC?N?-,i AL fJ??, v .uL'_'J f i
CAPE PEAR RIVER
EbST4 CHANNEL AUTHORIZED DEPTH -38 MLW
0 ? -
EDGE TO -30 MLLW
135' (TYP)
?- RIPARIAN LIMITS
9oCAZG
/11e
NOTE: Disposal from
mechanical dredging to
be on site w/ perimeter
silt fence
DREDGING PLAN
1'-200'
Dredging Plan
Eagle Island
Terminal Improves
ADJACENT PROPERTY OWNERS Atlantic Diving and Garr Greene
1. Aloe Rusher Cons /tmo En - eerino
z cop. Few Towing Marine (iOntraCtors, Inc Forts and Harbors
3. 8805 Market Street Post Office Box 29213 Raleigh, NC 27824
4. Wknington. NC 28405 DATE 3/'93 SHEET 3 OF 3
to
SECTION 1