19961112 Ver 1_COMPLETE FILE_19960521

,Oo'' State of Forth Carolina
Department of Environment,
Health and Natural Resources i
Wilmington Regional Office U
I Division of Coastal Managemen n F C 0 6 1996
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
G?III?
A&4
?EHNR
December 4, 1996
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr. A. Preston Howard, P.E., Director
Division of Water Quality
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
NC State Ports Authority
F
!Ack
Adj to the Cape Fear River at 2202 Burnett Blvd, in Wilmington
Proposed Project: The extension of the wharf at the NC State Ports facility in Wilmington by
extending a berth 75' wide for 200' and connecting it to a mooring dolphin by
catwalks. Also proposed is a breakwater extension under the wharf.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by Dec 24, 1996. If you have any questions regarding the proposed project, please contact Tere Barrett
at extension 246. When appropriate, in-depth comments with supporting data is requested.
4ATG#0'
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
?prnsy
CG- -S 1,
w, R0 F.1? 4
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 r-?_ k 'C V `L(-? I' ,?/ t (- DATE ( --. _ C) - C-i (-,
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
VW?)
DIVISION OF COASTAL MANAGEMENT Ftii-,W?wi? FIELD INVESTIGATION REPORT APPLICANT'S NAME: North Carolina State Ports Authority
2. LOCATION OF PROJECT SITE: Adjacent to the Cape Fear River at at 2202 Burnett Blvd. in Wilmington.
Photo Index - 1996:14-150, grid G-7,8; H-7 1989:179-34, grid J-11,12
State Plane Coordinates - X: 2316400 Y: 164300
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/23/96
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 11/18/96
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - City Sewer
Planned - Same
(F) Type of Structures: Existing - State Ports Authority
Planned - Berth extension, bulkhead, breakwater
(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
(C) Other
Open Water 15589 sf
High Ground 1970 sf
Spartina alterniflora 150 sf
(D) Total Area Disturbed:.41 acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No resource
8. PROJECT SUMMARY: The applicant proposes to extend the wharf at the NC State Ports
facility in Wilmington by extending a berth 75' wide for 200', and connecting it to a mooring
dolphin by catwalks. Also proposed is a breakwater extension under the wharf.
N. C. State Ports Authority
Page 2
9. Project Description
12/03/96
The project is located adjacent to the Cape Fear River at the north end of the N. C. State Ports Facility. The tot
size of this tract is 334 acres. The facility was constructed between 1950 and 1972 to serve as a transport shippir
terminal. Business at the facility consists of approximately 40% containment transport, approximately 30% - 40'
wood pulp shipping, and the remainder in military supplies, steel sheeting, and miscellaneous supplies.
The site is stabilized by approximately 3030 linear footage of bulkhead adjacent to the Cape Fear River. Virtually
the entire tract is impervious, and the berths extend into the river. The waters of the Cape Fear River are classified
SC by the Division of Water Quality, and are designated Primary Nursery by the Division of Marine Fisheries.
There is no shellfish resource. The New Hanover County Land Use Plan classifies the area as
Conservation/Developed. According to the applicant, the tidal amplitude in this area is approximately 1.34'.
Because of the need to accommodate larger vessels, the State Ports Facility is proposing to extend the wharf system
at the north end. The proposal consists of lengthening the existing wharf by 200', and 75' wide. The southeast
corner of this berth would extend over high ground, and be elevated over a small amount of Spartina alterniflora.
The berth would connect into the existing berth to the south, and extend no further waterward. At the north end of
the proposed berth, a catwalk, approximately 59' x 3' will extend to a proposed 16' x 16' mooring dolphin. Another
catwalk, approximatley 47' x 3' will extend from this dolphin to connect to an existing mooring dolphin. These
catwalks serve as access to the dolphins for maintenance purposes. Soundings indicate -45' mean low water within
the dredged channel at the project terminus.
There is an existing concrete breakwater in the place of the proposed wharf. The applicants have proposed to
maintain this structure, and extend it another 37'. This structure averages 86' beyond the mean high water contour,
and at the farthest point is 172' from same. The finished breakwater will be under the new berth, extending the
length of the berth at approximately the mid-point. The breakwater extension is proposed to be constructed the same
as the existing one (ie. a solid, sheetpile structure). The top of the breakwater protrudes inches above mean high
water, extending approximately 25' to 30' above substrate level.
The applicants have proposed to construct a retaining wall into the high ground from the existing breakwater for a
length of approximately 56'. This structure amounts to no more than a wing wall support of the breakwater, and is
located entirely on high ground. It will be supported by a concrete deadman, requiring temporary disturbance of this
presently paved area.
10. Anticipated Impacts
The berth, mooring pile, and catwalks as proposed will incorporate an additional 15,589 square feet of Public Trust
Area beyond that already consumed by the facility. The berth will shade approximately 150 square feet of coastal
wetlands. There will be no change in the use of the facility, although the project is intended to facilitate mooring
by larger vessels. The retaining wall and deadman installation will cause the disturbance of approximately 1970
square feet of high ground. The breakwater will not impair navigation as it will be under the proposed wharf. There
are water quality concerns with a solid structure such as this; however, all but 37' of this structure is existing.
Turbidity can be expected to increase within the project area during construction.
Submitted by: T. Barett Date: 12/03/96 Wilmington District

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
North Carolina Ports, Wilmington Termina_
1. APPLICANT Wilmington, NC
c. Street address or secondary road number
2202
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4
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Burne
B
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. 28
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a. Landowner:
Name North Carolina State Ports Authority d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address P.O. Box 9002
e. Name of body of water nearest project (e.g. river,
City Wilmington State NC creek, sound, bay) CaPe Fear River_
Zip 28402 Day Phone (910), 343 -6228 i
Fax [phone]. biSCRIPTION AND PLANNED USE
}; 1 1996 OF'PROPOSED PROJECT
b. Authorized Agent:
AS ,,AL iVlAki.AG ?N1 SIT
Name CZR Incorporated (Annette Taylor) ?d. iist all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address 4709 College Acres Drive, Ste. 2 see attached sheet (3.a.)
City Wilmington State NC
Zip 28403 Day Phone [phone] b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
Fax [phone]
c. Project name (if any) Dock Extension, Berth 1,
Wilmington, NC, ID# 4693100065A
NOTE. Permil will be issued in name of landowner(s), and/or
project name.
c. Will the project be for public, private or commercial
use? commercial use
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. see attached sheet (3.d. )
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover County
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
Size of individual lot(s) not applicable
a. Size of entire tract 0.344 acre
b.
c. Approximate elevation of tract above MHW or
NWL 8.15 feet above MHW
d
e.
g
h.
Soil type(s) and texture(s) of tract
benthic substrate-muddy sand to sandy mud
upland - i material
Vegetation on tract predominantly open water
with adjacent upland upland
narrow range o par ina a erne ora
Man-made features now on tract sheetpile wall
extension, mooring dolphin, anup an
retaining wall
m. Describe existing wastewater treatment facilities.
None at site
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.) see
attached sheet (4.n.)
o. Describe existing drinking water supply source.
public water system
5. ADDITIONAL INFORMATION
What is the CAMA Land Use Plan land
c--1 In addition to the completed application form, the
classification of the site. (consult nce [ooaf7and use plan.) , -
I I i fbI1 Fhg items must be submitted:
i
X Conservation Trans ional
X Developed C?ocMiziunit ?- • A spy or the deed (with state application only) or
Rural Other ? 8 1996 other instrument under which the applicant claims title
to the affected properties. If the applicant is not
How is the tract zoned by local govt ^' ent?' -' ?, it chiming to be the owner of said property, then
heavy industrial forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No (copy attached)
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? see
(Attach documentation, if available) attaChEd
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.) (are attached)
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 an
adequate number of 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
V.-; .1 III/GC

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like. 6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
• A Stormwater Certification, if one is necessary.
(application being submitted at time of CAMA major)
I understand that any permit issued in response to this
• A list of the names and complete addresses of the application will allow only the development described in
adjacent waterfront (riparian) landowners and the application. The project will be subject to conditions
signed return receipts as proof that such owners and restrictions contained in the permit.
have received a copy of the application and plats
by certified mail. Such landowners must be advised
I certify that to the best of my knowledge, the proposed
that they have 30 days in which to submit comments activity complies with the State of North Carolina's
project to the Division of Coastal
on the proposed pro

Management Program and will be
approved Coastal
Management. Upon signing this form, the applicant conducted in a manner consistent with such program.
further certifies that sucir notice has been provided.
Paktank Corporation - Wilmington Terminal
Name Attn: Mr. Al Smeilus
• I certify that I am authorized to grant, and do in fact,
Box 896 28402/1710 Woodbine St.
Address P.O. grant permission to representatives of state and federal
Phone [phone] VJJ i m; n7+-Q4Z- NC review agencies to enter on the aforementioned lands in
ex p; 1 L'o . 28401 connection with evaluating information related to this
Name CI;ne. permit application and follow-up monitoring of the
Address 331 River W Im in yi NC_ Z13g1 z project.
Phone fl `1 - 0030
o h Fuels I further certify that the information provided in this
Nam 3 1. ?ivP,f
Address • I ?Uilrn'n NG 28 }1 Z application is truthful to the best of my knowledge.
Phone X11 D? 799 - 0180
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
see attached sheet
This is the 1 8th day of October, 1996 .
Print Name
Signature
Landowner or Authorized Agent
(5. Additional information
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application. Check enclosed (#056572)
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Cardlina
Environmental Policy Act. (copy attached-?=
NOTE. Please sign and date each attachment in the
space provided at the b om of each form.
N0V 1 d 10
996 i ?! .?..... ,_.r

Revised 03/95
Form DCM-MP-1
3.a. Lengthen existing Berth 1 at the Wilmington Terminal - includes the extension of crane
and railroad services, mooring and fender devices, as well as utility services. The dock
extension will be an essentially freestanding open wharf structure.
3.d. The reasons for lengthening the berth include the future need to concurrently
accommodate two larger oceangoing vessels, including bulk carriers, at this portion of
the facility. The extension of the berth is not anticipated to significantly affect the type
of materials handled at the facility, but will allow additional flexibility in placement of
vessels along the wharf, and also allow larger vessels to be accommodated.
Methods of construction include the demolition and removal of materials as they
relate to the work for this project. Earthwork will include upland structure foundation
excavation, excavation for utilities, structural fill, backfill for utilities, and compaction
of materials for dock structures. (Moffatt & Nichol has stated that no fill or excavation
is anticipated below MHW or NWL, and that no fill material will be placed in the water
or marsh.) Methods of construction that will facilitate use include but are not limited
to crane rail, rail anchorages and stops, railroad trackwork and accessories, cleats,
timber piles and walkways, reinforced concrete, prestressed concrete piles,
miscellaneous metal fabrications, and utility items.
4.1. A delineation has not been conducted at this time. Area of marsh is approximately
.009 acre. EA/FONSI for the proposed berth extension states that no wetlands will be
impacted within the scope of this project.
4.n. Surface/stormwater runoff from dock extension will be collected in trench drains which
will flow into an existing network of piping and be discharged through the existing
drainage outfall system. This is currently considered as a permitted activity under the
existing federal NPDES permit (NCS000174).
5. ADDITIONAL INFORMATION
List of previous state or federal permits
a) maintenance dredging permit (see Sheet 3 of 7 1 - Permit No. 47-87:
originally issued 2/27/87 - expires 12/31 /97
b) federal NPDES stormwater permit - Permit No. NCS000174: issued
2/1 /95 - expires 12/31 /99

Form DCM-MP-3
',' l I I
NOV 1 8 1996
UPLAND l?lL MN
COASTAL AIJAG
EME(
1996
DEVELOPMENT
? '' \- I
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
wall
structures proposed one retain'
ing
and one concrete deadman r- f,-75')
i
b. Number of lots or parcels N/A
FilvOix"i"', OF
COAST MAi F- MEN
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted 14 June 1996
via State Construction Office
Describe proposed method of sewage disposal.
NZA
in Item i. above
N/A
. j. Have the facilities described
Density (give the number of residential units and the received state or local approval?
units per acre) N/A (Attach appropriate documentation)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 0.2 acre
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No N/A
If yes, date submitted
f. List the materials (such as marl, paver stone,
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
surface/stormwater runoff from dock
extension
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
public system
m. Will water be impounded?
If yes, how many acres? -
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
The upland area disturbed by Contractor's was the lot(s) platted and recorded? N/A
operations will be restored by grading North Carolina Ports, Dock
and seeding as applicable. ExtA}? Sion, Berth 1, Wilmington,NC
IV# h693,10006.5A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. not applicable -
no paving proposed
Revised 03/95
Signature 18 October 1
Date
Yes X No
Form DCM-MP-4
NO V 1 3 1996
7ijl!SIC;I? •.?F
i klA( EM,E1-1T
STRUCTURIES" ?-
(Construction within Public Trust Areas)
.. VT8 6

Atta ch this form to Joint Application for CAMA Major e. Mooring tii6y ss , Z 1H1'+AGE NT
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commerci -Community _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s) (Dock Extension)
(1) X Commercial -Community _ Private
(2) Number 1
(3) Length 200 ft. (4) Width of water body
(4) Width 75 ft. (5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes X No shoreline
(i) Number
(ii) Length f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width (1) X Commercial -Community _ Private
(6) Platform(s) X Yes No (L'a?v lk? (2) Number 1 proposed pile
T (i) Number Z (3) Length 16 feet supported
%X1q (ii) Length Sq.3 ' 10.88 (4) Width 16 feet mooring
(iii) Width 3, Iz.SZ 3,IZ5 (see Sheet 7 of 7) dolphin
(7) Number of slips proposed N/A g. Other (Give complete description)
(S) Proximity of structure to adjacent riparian
property lines 950 ft.
(9) Width of water body approximately 1 , 250 ft.
(10) Water depth at waterward end of pier at
MLW or NWL permitted depth - 42.0 MLW
(see Sheets 3 of 7 through 6 of 7)
b. Boathouse (including covered lifts) N/A North Carolina Ports, Dock
(1) Commercial Private Ext ion, Berth 1, Wilmington, NC
(2) Length I D 4 9 31 00065A,
(3) Width Ap 'cat or
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
N/A
Signature .
18 October 19
Date
d. Breakwater (e.g. wood, shee ile, etc.) (sheetpile)
(1) Length 200 ft. ??103' nnai rr(eGtancP?37lne.W)-5ef Sh¢e-+ 8
(2) Average distance from MHW, NWL or
\1?? wetlands SSG s.ee 3o{'7
I (3) Maximum distance beyond MHW, NWL or
wetlands 172 see 5ke#J -3 of 7

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COASTAL IMXiNAG'EMI-:'"'T
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APPLICATION BY: NOR I-H CAROLINA STATE
PORT; AUTHORI
PREPARED BY: MOFFATT 8/ NICHOL FNGINEERI,
bdkA MOFFATT & NICHOL
E N G I N E E R S
I Rat EICN, NORM CAROLINA
NORTH CAROLINA STATE PORTS AUTHORITY
DOCK EXTENSION - BERTH 1
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
VICINITY MAP
>HFET Or GATE: 8/15/96
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DOCK EXTENSION - BERTH 1
APPLICATION BY: NORTH CAROLINA STATE WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PORTS AUTHORITY LOCATION MAP
PREPARED BY: MOFFATT & NICHOI_ ENGINEERS SHEET: 2 OF 7 DATE: 8/15/96
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APPLICATION BY: NORTH CAROLINA STATE
PORTS AUTHORITY
PREPARED BY: MOFFATT & NICHOL ENGINEERS
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3717 NATIONAL DR, SUITE 107
RALEIGH, NORTH CAROUNA
NORTH CAROLINA STATE PORTS AUTHORITY
DOCK EXTENSION - BERTH 1
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
SITE PLAN
SHEF _3 __OF 7 DATE: 10/28/96
EXISTING BERTH
(PILE SUPPORTED OPEN
MARGINAL WHARF W SHEET
PILE RETAINING WALL AND
PILE SUPPORTED RELIEVING
PLATFORM)
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SECTION "A"
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SCALE: 1/8"=V-0" NORTH CAROLINA STATE PORTS AUTHORITY
DOCK EXTENSION - BERTH 1
APPLICATION BY: NORTH CAROLINA STATE WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
PORTS AUTHORITY TYPICAL SECTION A
PREPARED BY: MOFFATT & NICHOL ENGINEERS SHEET: 4 OF 7 DATE: 8/15/96
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WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
APPLICATION BY: Y: NORM-{ CAROLINA STATE
TYPICAL SECTION "B"
PORTS AUTHORITY
PREPARED BY: MOFFATT & NICE101_ ENGINEERS SHI-ET : - 5 OF___- DATE:-_ 8/15/96

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SCALE: 1"=10' NORTH CAROLINA STATE PORTS AUTHORITY
DOCK EXTENSION - BERTH 1
WILMINGT ON, NEW HANOVER COUNTY, NORTH CAROLINA
APPLICATION BY: NORTH CAROLINA STATE TYPICAL SECTION "C"
PORTS AUTHORITY
PREPARED BY: MOFFATT & NICHOL ENGINEERS SHEET : 6 OF 7 DATE: 8/15/96
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SCALE: 1/8"=1'-0"
APPLICATION BY: NORTH CAROLINA STATE
PORTS AUTHORITY
PREPARED BY: MOFFATT & NICHOL ENGINEERS
NORTH CAROLINA STATE PORTS AUTHORITY
DOCK EXTENSION - BERTH 1
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
TYPICAL SECTION "D"
SHEET: 7 OF 1 DATE: 8/15/96
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SCALE: 1"=25' NORTH CAROLINA STATE PORTS AUTHORITY
DOCK EXTENSION - BERTH 1
APPLICATION BY: NORTH CAROLINA STATE WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
SECTION "E"
PORTS AUTHORITY
PREPARED BY: MOFFATT & NICHOL ENGINEERS SHEET: 8 OF DATE: 11/1/96