19930735 Ver 1_COMPLETE FILE_19930902

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
November 22, 1993
W REPLY REFER TO
Regulatory Branch
Action ID No. 199304317 and State Permit No. 112-93
Mr. Jimmy Lee
and Ms. Victoria R. Cox
503 Front Street
Belhaven, North Carolina 27810
Dear Mr. Lee and Ms. Cox:
NOV 2 91993
Reference your application for a Department of the Army permit to repair
and replace piers, construct and backfill bulkheads and excavate a basin on
Pantego Creek at commerical marina facilities, Belhaven, Beaufort County,
North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-0080-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. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished with enclosure:
NOAA, NOS, Coast & Geodetic Survey
Mapping and Charting Branch
Source Data Unit, N/Cg2211, Sta 7317
1315, East-West Highway
Silver Spring MD 20910-3233
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. John Dorney
vision of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, GA 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
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Terry Moore
Washington Regional Office
North Carolina Division
of Coastal Management
Post Office Box 2188
Washington, North Carolina 27889-2188
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
October 5, 1993
IN REPLY REFER TO
Regulatory Branch`
Action ID No. 199304317
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 NNOw ee •Cox:,a . "'Victoria R., Cox
for a Department of the Army permit to repair and replace piers, construct and
backfill bulkheads and excavate a basin on Pantego Creek at commerical marina
facilities, Belhaven, ''ufbrt?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 bulkheads will be positioned in strict accordance with permit
plans. To prevent an unintentional violation of this authorization,
representatives of the North Carolina Division of Coastal Management and the
Corps of Engineers will be avaialble to stake bulkhead alignments prior to
construction.
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.
e. All excavated materials will be confined landward of the normal water
elevation contour and any wetlands.
1k
-2-
f. No excavated or fill materials will be placed at any time in any
vegetated wetlands or waters.
g. No vegetated wetlands will be excavated or filled.
h. Excavation will not exceed eight (8) feet below the elevation of
normal water.
i. The temporary placement or double handling of excavated or fill
materials within waters or vegetated wetlands is not authorized.
j. 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.
k. 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.
1. 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 50 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
-3-
Copies Furnished:
-Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
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. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Section
Water Quality Branch
345 Courtland Street
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division
of Coastal Management
1424 Carolina Avenue
Washington, North Carolina 27889
State of North Carolina
Department of Environment,
Health and Natural Resources A4*io
Division of Environmental Management
James B. Hunt, Jr., Governor E H N F
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 12, 1993
Mr. Vic Cox
208 Tooley Street
Belhaven, N.C. 27810
Dear Mr. Cox:
Subject: Proposed fill in Wetlands or Waters
Marine railway maintenance
Beaufort County
DEM Project # 93735
Upon review of your request for 401 Water Quality Certification
to place fill material in waters which are tributary to Pantego Creek
for marine railway maintenance located at Cox Marine Railways in
Beaufort County as described in your submittal dated 24 August 1993,
we have determined that the proposed fill can be covered by General
Water Quality Certification No. 2665. A copy of the General
'Certification is attached. This Certification may be used in
qualifying for coverage under Corps of Engineers' Nationwide Permit
No. 13.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
1786.
If you have any questions, please contact John Dorney at 919-733-
Sincerely,
e
Meston Howard 0 r. P.E.
93735.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
To: John Dorney
Planning Branch

DIVISION OF ENVIRONMENTAL MANAGEMENT t 7 Au, IT
CAMA/COE PERMIT APPLICATION REVIEW
WaRO PROJECT # q 3 - OSg ?- WQ SUPERVISOR: THOM
REVIEWER: SAWYER DATE: /o F3
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PERMIT NO.: COUNTY: t
PROJECT NAME: ();e-
PROJECT TYPE: F'a-PERMIT TYPE: (? E
COE #: DOT #: / /
RCD FROM CDA: ? DATE FROM CDA: ` ` S' 7
REG OFFICE: WaRO • MINER AND SUB BASIN #:`Ir'(A v
STREAM OR ADJACENT WATER BODY.
CLASS: STREAM INDEX
OPEN OR OSED
WL IMPACT: i4--
WL REQUESTED:
HYDRO CNECT?:
MITIGATION:
MITIGATION SIZE:
RBC 01ENDATION:
STORMWATER PLAN REQ'D- IF YES,
PROJECT DESCRIPTION:
WATER QUAL_ITY_ CERT. (401
CERT. REQ'D: y n
IF YES, TYPE: `i
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL Z
AREA OF FILL: WATER:i ?`?.2 WETLAND:
IS FILL ELIMINATING A SIGNIFIC USE?
DREDGING z
AREA TO BE DREDGED:
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE? N
MARINA IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
WL TYPE:
WL ACR EST:
WL SCORE:
MITIGATION TYPE:
TTACHED?
g?ISSUE/COND DENY HOLD
9-
9

DATE APPROVED:
CC: WaRO; Central Files; DCM Field Offices; COE Washington Office
RECONMEMED CONDITIONS OR PERMIT RESTRICTIONS :
(?,C?l ?- : I
- DIVISION OFrJONMENTAL MANAGEMENT
MEMORANDUM
TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project: UP?
Project No.
-
Date Received: r''nO,t Date Comment:
Description of Project: /
sew ???ed
Comments:
I
DIVISION
OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
RECEIVED
WASHINGTON OFFICE
1. APPLICANT'S NAME: Vic Cox (Cox Marine Railways)
AUG 2 4 1993
2. LOCATION OF PROJECT SITE: East Front Street, Town of Belhaven, A Wnhtego
Creek, in Beaufort County
Photo Index - 1989: 283-2, M-7 1984: 80-611, L-4
State Plane Coordinates - X: 2,707,800 Y: 657,400 (Belhaven L.R.)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE:
5. PROCESSING PROCEDURE:
Dates of Site Visit - 10 August 1993
Was Applicant Present - Yes
Application Received - 18 August 1993
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Belhaven
Land Classification From LUP - Conservation/Developed
(B) AEC(s) Involved: Public Trust Area
(C) Water Dependent: Yes
(D) Intended Use: Commercial marine railway
(E) Wastewater Treatment: Existing - Town of Belhaven
Planned - None
(F) Type of Structures: Existing - Marine railway, piers, bulkheads, etc.
Planned - Piers, bulkheads
(G) Estimated Annual Rate of Erosion: ±10' at southwest corner of property.
Source DCM staff observation
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
N/A
N/A
(B) Non-Vegetated Wetlands
N/A N/A
(C) Other
Open Water ±7,990 sq. ft. 5,742 sq. ft.
Highground ±1, 500 sq. ft.
(D) Total Area Disturbed: ±1 acre
(E) Primary Nursery Area: No
(F) Water Classification: SC-NSW Open: No
8. PROJECT SUMMARY: The applicant is proposing to upgrade an existing marine
railway by performing maintenance excavation and by constructing various piers and
bulkheads.

Vic Cox -
Cox Marine Railways
Beaufort County
Environmental Setting
The project site is Cox Marine Railways which is located on a ±1 acre site on
East Front Street in the Town of Belhaven adjacent to the north side of Pantego
Creek in Beaufort County. The site has been utilized as a marine railway for
many years, however, Mr. Cox purchased the property in 1992 an immediately began
restoring the site. Located on the property at this time is a newly constructed
office building and two renovated railways which extends from the head of a
manmade basin to highground. The business office is being served by the Town of
Belhaven's sewage disposal system. Also located on the property is a ±330' long
manmade canal which provides access from Pantego Creek to the railways. The
canal has an average width of ±34' and has an average depth of -6' at normal
water. Pantego Creek has a depth of -10' at normal water immediately offshore
of the canal. Located at the site is a variety of deteriorated piers and
bulkheads. The southwest corner of the property is experiencing severe erosion.
A deteriorated historical bulkhead is present at the southwest corner, however,
it is not functioning at all as a bulkhead. The area between this deteriorated
structure and the normal water line is covered by remnants of rusted cars and
other marine debris. No wetland vegetation is located on the property, which is
presently vegetated with various upland grasses.
Project proposal.
The applicant is proposing the following:
(1) To add a hand rail to the existing 3' wide pier which is located on the
southside of the existing basin. Also, the pier will be reinforced by
adding new pilings every 81.
(2) Extend the existing bulkhead on the northern side of the basin 20' into
highground.
(3) Replace the existing bulkhead and deck which is located on the northern
side of the basin from where the dock begins to where it turns in a
southern direction. This section of bulkhead will approximate the normal
water line.
(4) Extend a new bulkhead and dock along the same alignment as described in
No. 2. This bulkhead and dock will be constructed within an area which is
now highground.
(5) The excavation of the highground and the removal of the existing dock
which will be southwest of the bulkhead and dock described in No. 4. The
area excavated will be incorporated into the existing basin.

Vic Cox _
Cox Marine Railways "
Beaufort County
Page -_2
r' (6) The construction of a 4' wide by 75' long pier into Pantego Creek. The
pier will be an extension of the dock which was described in No. 4.
(7) The construction of a new bulkhead at the southwest corner of the property
along an alignment which approximates the previously described
deteriorated structure. The bulkhead will turn in a northeast direction
which approximates the applicants property line. This section of bulkhead
will encompass the area of rusty cars and other debris and will average
32' beyond the normal water line. The bulkhead will be 55' beyond the
normal water line at the furthest point.
(8) The construction of a 53' long by 8' wide dock waterward of the proposed
bulkhead at the southwest corner. This dock will be placed atop
deteriorated pilings and other debris existing in Pantego Creek.
(9) The maintenance excavation of 235' of the existing basin. The average
width of the area excavated will be ±34' and the final project depth will
be -8' at normal water. This will mean the excavation of an average of
±3' of material within the basin. All spoils. will be removed to a
highground site away from the property on which the project is located.
(10) The landscaping of the highground portion of the property.
Environmental impact
The following environmental impacts will occur:
(1) The filling of ±5,742 sq. ft. landward of the proposed bulkhead. This is
thd.area that has the miscellaneous debris present.
(2) The excavation of ±7,990 sq. ft. of area within the existing boat basin.
This area contains the accumulation of various marine paints, engine oil,
etc. that have accumulated with time. Measures have already begun to
reduce these accumulations in the future. All excavated material will be
removed to an approved highground site off of the property.
(3) No wetland vegetation will be excavated and/or filled.
David L. Gossett - Washington Regional Office - 23 August 1993
N
E A S T
CAROLINA
UNIVERSITY
August 3, 1993
Mr. David Gossett
Division of Coastal Management
Regional Development
Institute PO Box 1507
W
Corner
illis Building

Washington, NC 27889
and Reade Streets
919-757-6650 Dear Mr. Gossett:
919-757-4356 Fax Enclosed please find an application to dredge and/or fill submitted on
behalf of Vic Cox, Manager of Cox Railways, Inc., in Belhaven, NC. The Project
site is located on 308 East Front Street along the shore of Pantego Creek.
There are two existing railways on the site that terminate into a manmade
mooring basin. Both sides of this basin are bordered by existing piers and docks
that are mostly in need of repair or replacement. Mr. Cox proposes to add 6"-8"
treated wood pilings every 8' with handrails along the narrow 3' wide pier on the
south side of the basin. The March'93 storm weakened the pier. The dilapidated
"side pier" attached to this pier will be removed.
On the northern side of the basin, Mr. Cox proposes to extend the existing
bulkhead some 20' landward from the existing landward end. The landward end of
this new bulkhead will taper to the existing ground elevation. The existing
bulkhead (under the dock) on the northern side of the basin is fragmented. He
would like to repair/replace this bulkhead with an "in place replacement" to a point
where the bulkhead/dock turns toward the basin. There are segments along this
bulkhead that have been undermined. These areas will be backfilled with an upland
source of fill (excavated from adjacent high ground above the 3' plane or trucked
in from another site). At the point where the existing bulkhead makes the turn,
Mr. Cox proposes to begin a new bulkhead and dock along the same alignment of
the previously mentioned northern dock adjacent to the railways (see sheet 2 of 3)
and continue it until it meets the old bulkhead (to be replaced) at the waterward
property line. From there, and still continuing in a straight line, a new 75'x4'
mooring pier is proposed to extend into Pantego Creek (see sheet 2 of 3). The
high ground in front of the new bulkhead will be excavated to -8' and will, in
effect, create a straight bulkhead/dock alignment beginning in front of the office
and ending at the waterward end of the proposed pier. The existing bulkhead and
dock from the existing "turn" to the waterward end will be removed.
Just waterward of the old bulkhead (to be replaced with an "in place
replacement") at the end of the property, there exists a series of pilings with
attached automobile tires Out there years ago to abate wave action). Mr Cox
proposes to cover this "eyesore" with a 8'x53' mooring dock.
Greenville,
North Carolina
27858-4353
East Carolina University is a constituent institution of The University of North Carolina.
An Equal Opportunity/Affirmative Action Employer.
Also, years ago, efforts were made to stabilize this peninsula of land from erosion by the
placement of crushed automobiles along the north and westward property lines. These cars (and
car parts) extend from the existing NWL under the shallow water to the edges of the property.
They are stacked 3 deep on top of each other, thereby making the installation of a bulkhead next
to impossible in their midst. Pieces and parts of these old cars lay scattered along the NWL, are
unsitely, and offer very little marine habitat potential. For these reasons, Mr. Cox proposes to
install a bulkhead just inside the northeastern property line and "wrap-up" this littered area that
serves no purpose. Backfill immediately behind this bulkhead (and all others) will come from
adjacent high ground on site or trucked in from an approved upland site.
A pile of 1200-1600 pound concrete blocks (pilars) have been stockpiled on the site.
They will be used to stabilize the northwest corner of the proposed fill area (see sheet 2 of 3).
Placed T behind the proposed bulkheads, they will serve to abate wave action until the bulkheads
are constructed (which may take up to the three years allocated, since much of the work will be
accomplished by the manager and one employee).
At present, the existing mooring basin does not provide sufficient depth to accommodate
the larger vessels that would otherwise patronize the business. Mr. Cox would like to excavate
the basin and a high ground portion adjacent to the basin to a depth of 8', which is considerably
less than the 11' receiving waters. In addition, all high ground from the office, waterward, above
the 3' plane (above NWL) will be pushed by bulldozer towards Pantego Creek and used as fill
behind the bulkheads.
On July 21, a meeting took place on site with Debra Sawyer (DEM), Mr. Cox, and myself.
Ms. Sawyer was shown the existing dropcloths (to catch the hand sanding debris and chips) and
the existing filter system to trap contaminants before they can enter the basin. Mr. Cox uses an
industrial vacuum to clean the dropcloths. Curtains will be installed prior to any proposed
sandblasting in the future. It was determined at this meeting that because of the heavy metals
present in the basin sediment, Mr. Cox will truck the excavated material from the basin to another
site off the water and bring in backfill from still another site to be used as fill material. All engine
work to be performed will be done on another site across town. (No engine work is presently
done on this site.)
All materials used for docks, piers, and bulkheads will be of treated wood. Salvageable
pilings from docks and piers to be removed will be used, if practicable. There are no coastal
wetlands oti this site. When all fill has been placed, Mr. Cox will bring in and spread 3"4" of
topsoil from an upland source so that the lot can be seeded and grow satisfactory. It is hoped that
the proposed improvements will enhance the function of the basin area, recapture land lost to
unabated wave action, stabilize all new work, and provide customers a place to appreciate, when
landscaped; thereby resulting in more business.
If there are questions concerning this proposal, please feel free to contact me at 919-757-
6650. Thank you for your favorable consideration.
Sincerely yours,
Bill P ell
Development Specialist
,r
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 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name V t L "X &n64 A N2
Address 2Ag Vo-o lnEV o5
City OF,I,µ4,hIJ State IJ.G.
Zip 2'7T)0 Day phone C1445-6o4-5q
Landowner or ? Authorized agent
Lc, e?R r.17 OrCrio4 OF t?
t_? hgtl.r l=tJ VA V 4R_FA
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?
f-Tg}
c. Will the project be for community, private, or
commercial use?
coenM E ZC,1,6 U
d. Describe the planned use of the project.
axcA413To4 OP AA6"I W 1 I,U Ea.I 96d Cl Uhf,
Q r t I-ITY Ah 01.1, dptd Tbc rk, 171r.04,
41n f?'U t,Yfk-dVIA1ti p1?V MmA 'do 13L
J?EAATIF 1 9 n t;v 2 c uo mr.2 u5&
b. Project name (if any) Coc 1?=A 1" A Y5, Z 4 G.
c. If the applicant is not the landowner, also give the
owner's name and address.
:ZarnM4 l r-, E h c- o;y 4 2. G0
J56 ?, r'9b&17f 4;r
f2r--ugm/ ad 14, r, A!7 V)o
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ± OJE- AcO6
b. Size of individual lot(s) N 14-
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
08 C FfzOhfr ,g
b. City, town, community, or landmark
W4AIf.
c. County Y?
d. Is proposed work within city limits or planning
jurisdiction? Yf-,?,
e. Name of body of water nearest project
VA4T afl !?
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, buildin a home, motel, marina, bulkhead,
or pier).?`?'n»?, Qhlt? F-1gat axc 4, 5U(.eHP-yJ_gFh
int,J!U-2u" )?l1'(nl 17CGi'h, fifE, 5ui-KABA0-4J 4
,xc,AfaoTlzt?t? t3ghl?
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
d. Soil type(s) and texture(s) of tract
t'mip ( W,4m RrJV -L,4%(
e. Vegetation on tract 14oLuY-5. 17idr-6 MYTMOS,
UVI A4D AL14, h, = l
? P?ict?D? 67S i FC ? ??
L Man-made features now on tract 2??luw?`(5 /wl#.u *W%4
?uc?a?y'4?G? ofG ,"r:a; 'Yl"A24%
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
v Developed Community
Rural Other
h. How is the tract zoned by local government?
lffiA124 0 E
i. How are adjacent waters classified?
0,= $G-WSW
j. Has a professional archaeological survey been
carried out for the tract? _ W 0 If so, by whom?
Ala
12/89

5 UPLAND DEVELOPMENT .. , -. I .
Complete this section if the project includes any land
development
a. Type and number of buildings, facilities, or
structuresproposed 0) 4-
b. Number of lots or parcels 0 .1 A-
c. Density (Give the number of residential units and the
units per acre.) hi I&
d. Size of area to be graded or disturbed
Fj,Fw 'S'R. FT
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? 4 r 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.
%, 0
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N?
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? 1.1.1 &
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
11J0 &I&
j. Have these facilities received state or local approval?
1,1 A-
k. Describe existing treatment facilities.
-TyyOr1 o1= gt-L,6L4Ao I 5?c?h2. h`t'hT
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").. 6VA CF, pu40M. m,aiN141. 44NuN75
OF FAM-r 0M4 han -Pf,* )6, CLj1Jh/Na
2
o &J-1 PA7'1-6n"4 &_t."F, Dr F)Q7ER
5r rrn BgNgLJ Y PS&)81 ; 1mS1,#L[4,b
m. Water supply source o W tJ o)=
W ?Yfr_R SYsgnn
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
01*
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor?- 61 JA-
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MI..W) or (NWL)
Boat basin lamsr W1
0witwb #*& 613U AP
Other (break-
)R/etz
water, pier,
boat ramp, PoK
rock jetty) IOU`
Fill placed in
wetland or below
MI•IW N0it
Upland fill
areas
Length Width Depth

?ss n. q.s`AJ

s3, g,

S

*
'760 5 F7
1 .

b. Amount of material to be excavated from below
water level in cubic yards J;YN G Y
c. Type of material 5 a•1 n A+JV m u c. ,
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
-lit to C., V.
12/89
f. Dimensions of spoil disposal area
V to, 94 SQ • FT.
g. Location of spoil disposal area oa ;iir
t?E ,grplrr?a a,cT7e2)
h. Do you claim title to the disposal area? No
If not, attach a letter granting permission fro in the
owner.
i. Will a disposal area be available for future
maintenance?Y-Ffi
If so, where? o;J 5 wtp
j. Does the disposal area include any marshland,
swamps, or water areas?
k. Will the fill material be placed below mean high
water? y?e
1. Amount of fill in cubic yards ifZl C.Y.
m. Type of fill material -rcyho'c.F h? Atl h mNv
n. Source of fill material nmj 4 "b 44b A f Pou qrn
"cA 4Ti 5
o. Will fill material be placed on marsh or other
wetlands? N o
p. Dimensions of the wetland to be filled
f 4l 4-
q. How will excavated or fill material be kept on site
and erosion controlled?
cAg A,*gr1r, p;, xJr,ca ?' of rjAc -Nooo t*.
C04LEF!A 921.C LOA44 500ZEi 46
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? ??r_a ?.J? t3 uw?r r fit? . ;-
.??n
s. Will wetlands be crossed in transporting equipment
to project site? _Lv_ If yes, explain steps that will
be taken to lessen environmental impacts.
0 1 19L-
7 SHORELINE STABILIZATION
a.
b.
Length of bulkhead or riprap 3 tO- -rosd 9wt y_#,tQ>
Z*T I =AA Ph VU-b I RE PMC 0
Average distance waterward of mean high water or
normal water level ?z' A%1 r-.
c. Shoreline erosion during preceding 12 months, in
feet to'-tti' ddEtZA?,>;
d. Type of bulkhead material- r-A- EV WooD
e. Amount of fill, in cubic yards, to be placed below
mean high water 111 G .Y.
f. Type of fill material c„saD,, e-va4 AIJD MAD
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to cant' out
the project.
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 710203 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 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.
C ?aM? Tc VP 11. 6 ANUwA2P OP 6k9r. 5tk4 l0,
h " , UP Yo T,5'tj#uw-4Rn ©F Ac>ST Sdol?Cu+Uk)
12/89
Form DCM-MP-2
MARINA—— -
DEVELOPMENT
' Attach this form to the Application for Permits to
'
2
?,
MARINA OPERATIONS
s Coastal Area. Be sure
Develop in North Carolina , ;
to complete all other sections of that application
which relate to this proposed project, including a. Check each of the following sanitary facilities
upland areas, even if duplicative. All shore-based which will be included in the proposed project.
facilities must be included in application and work Office toilets
plats. ? Toilets for patrons
Number A
I MARINA CHARACTERISTICS. , Location W DuiLT>?J4 AV' To aFF
Showers
holding tank pumpout
Boat
Check below the a of marina
?'P proposed. Type and location
? Commercial V Public
Residential b. Describe treatment type and location for all
b. Will the marina be open to the general public?
YEh sanitary wastewater.-Ty-Lid v.? brgAAA---J S?
c. If there is residential development associated
with the marina, how many units or lots are c. Describe solid waste, fish offal, and trash
planned? disposal. Tout n1 Or- IM- w 94A
d. Check all of the types of service to be WT oioz META Ifs - ? (.,7 X 13L RELYU LP
provided.
Full service, including travel d. How will overboard discharge of sewage from
lift and/or a boats be controlled? 'Itk SL-W AE E DiLc lkirE"
Dockage, fuel, and marine supplies S16)0? To W- W_JZ4 "-P
Dockage ("wet .slips") only
Number of slips * 10
Dry storage
Number of boats e. Give the location and number of "No Sewage
Boat ramp(s) Discharge" signs proposed.5167u5 1 Me
Other (describe) ANA;-,gw9p orJ X-:4M rip of f?
e. Check below the proposed type of siting.
Land cut and access channel f. Describe the special design, if applicable, for
Open water with dredging for basin
? containing industrial type pollutants, such as
and/or channel paint, sandblastin waste, and petroleum pro-
Open water, no dredging required ducts. 4_ l Ft U-Itr. r5 V22bcQ T1t(
Other (describe) &1U c pWfD Th (CUA0_ 1UNOPP
f. Describe the typical boats to be served (for ex- 'bony
$ak
ample, open runabout, charter boats, sail boats, -
or mixed types).aAiE .4rto Comm t- cwL g• ,
' g. Where will residue be disposed of? b1 fJEn 3z i AUCn?
g. Typical boat length 10 RP- ST,e4 rf, C!:r gL-
t iM :
cAri L59D
h. Maximum boat length 600' _
_
i. Are any floating buildings planned? "0 h. Give the number of channel markers and "No
If so, describe. t j j A Wake" signs proposed. N°af, ' r h62 _
Note: Regulatory signs such as these require ad-
ditional approval by the N.C. Wildlife
N Resources Commission.
i. Give the location of fuel handling facilities and
describe the safety measures planned to protect
area water quality. Wooa Sim
j. Describe design measures that promote boat
basin flushing or circulation and reduce water
quality impacts. EVAT &Ab;,J gab - -g4 r?
jr?iiEl?l.L ? YEA2S, wC;, MOrl 15 ALM&O-Jr"
s' ? nQ?iJ ;Al A"fE25 Q.?J? ALLC? yJ5 SUFA('/fl?t't
k. What will be the marina policy on overnight
and live-board dockage? 00 W %J E- - ROARD
Is the proposed marina located near any
shellfish leases?_ WO If so, give he name and
address of the leaseholder.
m. If this project is an expansion of an existing
marina, what types of services are currently
provided?10? RF_PAiRS A-tJb WET
SUP (TiE UP) DD LK A:hll
n. How many slips are now available? Q'

-
5
?21
MAW A,4&4*L V
TholuLo DQcK ,wv bw.rdbv
Top •/ ??? +4I
T
?? EuiyT. aFa?O tiJ/L
tTOe•/ws LA. lprvftffL P?4
9tACtn z' t.A#)odlAAP OF T'?R a- 1,wacAo
E46r 0"01%
? jg -
FxiSf POGO- Arlo Ojw6a"Ap
/ ft PL Eundeo)
Sroc R eA
(To We ZEA"i ss)
bc,yT. Pare
WL
3?1
ftT76M
NOT

r?uE?? Acv r2oC.r-S?iEGTcn1
Z"X ?" vwuN4
N?srfc egn
i 4''x4" 6jNALta+
T ?
r
VEA;IA14?J
17ouhL6 !"X8" BcARPS
(Ttwm STAer4asv)
?ARle6 r'-3'
AeKiltg ?"x p"
c,To?•rr5 STagr?Ee-P
?s
I?
??o"x6° (lluNfS
Su?Je. V%,943
ALL 00017 're) Iv-
5M L? TR£d'fiy
a T'A ncT a[vri
le
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
September 13, 1993
IN REPLY REFER TO
Regulatory Branch
Action ID No. 199304317
Mr. Jimmy Lee Cox
and Ms. Victoria R. Cox
503 Front Street
Belhaven, North Carolina 27810
Dear Mr. and Ms. Cox:
TP
n
WETLANDS 0611
S : October 13, 19
Reference your application for Department of the Army (DA) authorization
to repair and replace piers, construct and backfill bulkheads and excavate a
basin on Pantego Creek at commerical marina facilities, Belhaven, Beaufort
County, North Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
c. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate.and practical measures.
This information is essential to our expeditious processing of your
application and it should be forwarded to us by October 13, 1993. Also, a
copy of this information must be sent to the North Carolina Division of
Environmental Management to enable them to adequately evaluate your
application for a Water Quality Certification pursuant to Section 401 of the
Clean Water Act.
a
-2-
If you have questions, please do not hesitate to contact Mr. Norm
Sanders, Washington Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.S.
Atlanta, GA 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
John Dorney
ivision of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Mr. Terry Moore
Washington Regional Office
North Carolina Division
of Coastal Management
Post Office Box 2188
Washington, North Carolina 27889-2188
E A S T
CAROLINA
UNIVERSITY
Regional Development
Institute
Willis Building
Comer First
and Reade Streets
919-757-6650
919-757-4356 Fax

VED
August 3, 1993
AUij ? 1993
Mr: David Gossett
Division of Coastal Management REGULATORY BRANCH
PO Box 1507
Washington, NC 27889
Dear Mr. Gossett:
Enclosed please find an application to dredge and/or fill submitted on
behalf of Vic Cox, Manager of Cox Railways, Inc., in Belhaven, NC. The Project
site is located on 308 East Front Street along the shore of Pantego Creek.
There are two existing railways on the site that terminate into a manmade
mooring basin. Both sides of this basin are bordered by existing piers and docks
that are mostly in need of repair or replacement. Mr. Cox proposes to add 6"-8"
treated wood pilings every 8' with handrails along the narrow 3' wide pier on the
south side of the basin. The March '93 storm weakened the pier. The dilapidated
"side pier" attached to this pier will be removed.
On the northern side of the basin, Mr. Cox proposes to extend the existing
bulkhead some 20' landward from the existing landward end. The landward end of
this new bulkhead will taper to the existing ground elevation. The existing
bulkhead (under the dock) on the northern side of the basin is fragmented. He
would like to repair/replace this bulkhead with an "in place replacement" to a point
where the bulkhead/dock turns toward the basin. There are segments along this
bulkhead that have been undermined. These areas will be backfilled with an upland
source of fill (excavated from adjacent high ground above the 3' plane or trucked
in from another site). At the point where the existing bulkhead makes the turn,
Mr. Cox proposes to begin a new bulkhead and dock along the same alignment of
the previously mentioned northern dock adjacent to the railways (see sheet 2 of 3)
and continue it until it meets the old bulkhead (to be replaced) at the waterward
property line. From there, and still continuing in a straight line, a new 75'x4'
mooring pier is proposed to extend into Pantego Creek (see sheet 2 of 3). The
high ground in front of the new bulkhead will be excavated to -8' and will, in
effect, create a straight bulkhead/dock `alignment beginning in front of the office
and ending at the waterward end of the proposed pier.. The existing bulkhead and
dock from the existing "turn" to the waterward end will be removed.
Just waterward of the old bulkhead (to be replaced with an "in place
replacement") at the end of the property, there exists a series of pilings with
attached automobile tires (put there years ago to abate wave action). Mr Cox
proposes to cover this "eyesore" with a 8'x53' mooring dock.
Greenville, :-0
North Carolina East Carolina University is a constituent institution of The University of North Carolina
27858-4353 An Equal Opportunity/Affirmative Action Employer.

Also, years ago, efforts were made to stabilize this peninsula of land from erosion by the
placement of crushed autorriobiles along the north and westward property lines. These cars (and
car parts) extend from the existing NWL under the shallow water to the edges of the property.
They are stacked 3 deep on top of each other, thereby making the installation of a bulkhead next
to impossible in their midst. Pieces and parts of these old cars lay scattered along the NWL, are
unsitely, and offer very little marine habitat potential. For these reasons, Mr. Cox proposes to
install a bulkhead just inside the northeastern property line and "wrap-up" this littered area that
serves no purpose. Backfill immediately behind this bulkhead (and all others) will come from
adjacent high ground on site or trucked in from an approved upland site.
A pile of 1200-1600 pound concrete blocks (pilars) have been stockpiled on the site.
They will be used to stabilize the northwest corner of the proposed fill area (see sheet 2 of 3).
Placed T behind the proposed bulkheads, they will serve to abate wave action until the bulkheads
are constructed (which may take up to the three years allocated, since much of the work will be
accomplished by the manager and one employee).
At present, the existing mooring basin does not provide sufficient depth to accommodate
the larger vessels that would otherwise patronize the business. Mr. Cox would like to excavate
the basin and a high ground portion adjacent to the basin to a depth of 8, which is considerably
less than the 11' receiving waters. In addition, all high ground from the office, waterward, above
the T plane (above NWL) will be pushed by bulldozer towards Pantego Creek and used as fill
behind the bulkheads.
On July 21, a meeting took place on site with Debra Sawyer (DEMO, Mr. Cox, and myself.
Ms. Sawyer was shown the existing dropcloths (to catch the hand sanding debris and chips) and
the existing filter system to trap contaminants before they can enter the basin. Mr. Cox uses an
industrial vacuum to clean the dropcloths. Curtains will be installed prior to any proposed
sandblasting in the future. It was determined at this meeting that because of the heavy metals
present in the basin-sediment, Mr. Cox will truck the excavated material from the basin to another
site off the water and bring in backfill from still another site to be used as fill material. All engine
work to be performed will be done on another site across town. (No engine work is presently
done on this site.)
All materials used for docks, piers, and bulkheads will be of treated wood. Salvageable
pilings from docks and piers to be removed will be used, if practicable. There are no coastal
wetlands on this site. When all fill has been placed, Mr. Cox will bring in and spread 3"4" of
topsoil from an upland source so that the lot can be seeded and grow satisfactory. It is hoped that
the proposed improvements will enhance the function of the basin area, recapture land lost to
unabated wave action, stabilize all new work, and provide customers a place to appreciate, when
landscaped; thereby resulting in more business.
If there are questions concerning this proposal, please feel free to contact me at 919-757-
6650. Thank you for your favorable consideration.
Sincerely yours,
BVPeU
Development Specialist

1
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stocmwater 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.
1 APPLICANT
a. Name V I C, Gox arM?Wg
Address 1,©8 7 --be LEY 1-Tr
city 131;1.14-otsd State M. C'
Zips 7 g l o _ Day phone Q 40?- &, 4-SR
Landowner or ? Authorized agent
g rcr,04 OF ter'
razz i%" 4j2EA
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?
9nTrF
c. Will the project be for community, private, or
commercial use?
CcenM F_ PC,/ 4U
d. Describe the planned use of the project.
Ile CAIA-5oil OP P>Ahtd W i tA, F-W 9,44C1• Uhf,
c e _rA f i WTT W mi, thwj n3c'"' 17,
f2E4VT1r-1 17 FOR, Ctit?oMr-2- u59,
b. Project name Of any) rte' :r=A t L?J A q5 • -Sc. If the applicant is not the landowner, also give the
owner's name an d address.
rnM? r ?Et% E '1 Cr021 A R. c4c
gtg Ayed 4,G. A7 91)o
2 LOCATION OF PROPOSED
PROJECT
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract t m JC-
b. Size of individual lot(s) NJ 4-
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
-t-1'- +'T' ; I
d. Soil type(s) and texture (s) of tract
5A?lPY tmgrr? AnlV CLA..(
a. Street address or secondary road number
08 >; rp-WT s-'
b. City, town, community, or landmark
W-i 4 lFu.
c. County JEFAu88z t'
d. Is proposed work within city limits or planning
jurisdiction? Y
e. Name of body of water nearest project
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). (4?'"e96r Fir-0ti? the rr•G, t5uc,?Nr-?t b?uC,
/otj5jlPyc?c (`nUJ 12cCi'h YiEle? LA L. rh BA V11,04
r k c J'M "p2104 13?
e. Vegetation on tract 14cL q,5,, '1 ; Ogh mY zn-es r
UVt •442 6 PAhhz h
'A bLA) I-D? dys fc-MC& .2
L Man-made features now on tract i2aru?MYti " f w i&U }Ovu ' f
Rocs- PRi#,wAy, V&1,oF c? mul Vi"A25,
f3%AV_0e?4Vv, rYoc,"
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
rnA12a nl ti
i. How are adjacent waters classified?
44 Se. -NSW
j. Hasa professional archaeological survey been
carri ed out for the tract? .l o If so, by whom?
1
„11 n
5 UPLAND DEVELOPMENT.. _ , _
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed Q f A-
b. Number of lots or parcels #J j A-
c. Density (Give the number of residential units and the
units per acre.) ti I&
d. Size of area to be graded or disturbed
?SoO ?i?t• FT
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? tJ j 4-
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.
I/ °lA
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N (k
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? PJ.1 4=
L Describe proposed sewage disposal and/or waste
water treatment facilities.
000&
j. Have these facilities received state or local approval?
P-1 1A-
k. Describe existing treatment facilities.
-isoA or, 4r-,i,6-gh-1 J 5e,?.'?2 ?YhTCiy?
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). 6kRfAr-E PykW rniaimAi, Ainoumn
OF FA/A)?" C91P5 ,tan DEAP-j-, UJ1461,04
To &4-1 PX7-jpm5 BMAVS4 of- F?L-7E2
s rs re.-?-, pe?r_,?rr?Y nom, N? ? ?y5 ? au?
m. Water supply source 1-50 4 op W f Al
tA BTr=R SY?iu~m
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
J,J&
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? J /A-
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin FKisrr, Kq
t''Rv1Sat;, Afkd E;i?mur?v
Other (break-
water, water, pier,
boat ramp, P"L
rock jetty) bon`
Fill placed in
wetland or below
1 N0L.
Upland fill
areas

ass a, 9,s?A?

s3' g'

. ?.

'7520 5 . F/7
1
b. Amount of material to be excavated from below
water level in cubic yards X3.31 LY
c. Type of material 64d):> mV. rn u cAe
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
b 1p
e. High ground excavation, in cubic yards
1289
T
f. Dimensions of spoil disposal area
13 c 9 s4 • r-T.
g. Location of spoil disposal area oa sr'ft-
(5aE AT'PIUKD t.ETTU2}
h. Do you claim title to the disposal area? NV-
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? ) Feb
If so, where? oA swrp
j. Does the disposal area include any marshland,
swamps, or water areas?
W-6 - tn1m
k. Will the fill material be placed below mean high
water? ? jrh
1. Amount of fill in cubic yards I!J 1 C. Y.
m. Type of fill material -r8phcA,0 5.p Arln rout,
n. Source of fill material PAh,a .44b 04 n
A%,c4f47-Jc 5
o. Will fill material be placed on marsh or other
wetlands? N o
p. Dimensions of the wetland to be filled
;414-
q. How will excavated or fill material be kept on site
and erosion controlled?
15u L"EAbh 4i1n or- ngo -*oo 1.t3.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? nniz P,jAwye•u4,E BAezstr 1_
s. Will wetlands be crossed in transporting equipment
to project site? ?Jv_ If yes, explain steps that will
be taken to lessen environmental impacts.
0 LE
7 SHORELINE STABILIZATION
a.
b.
C
c. Shoreline erosion during preceding 12 months, in
feet lo'-re 4yap-A z
d. Type of bulkhead material-fkedTEp Woop
e. Amount of fill, in cubic yards, to be placed below
meanhigh water Y1 I G -Y
f. Type of fill material 6A*l17 r-VA4 .44D MAD
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
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 710203 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 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
Length of bulkhead or riprap 31ta'-NEd 9vu4*aaD that opportunity.
Z-51 S, =99-Ph W-b/Rr-PGAcz5
Average distance waterward of mean high water or
normal water lcvel IV AV?-
20mt Tc 16 1'L' t-A ND?JARP of OV9r 5Piv3U46
A u " LA f7 To r7 5' lN9r: eW.SRn of A:o,,T• 5
1289
tz U-I-JAM)
Name :&.urn rA rJ. I?Fo p ? r.-S
Address -9,5-r. E=AT 5T.
P?r.ueJ- .Il1.G '???Jo
Name -rorpr rz sArr,nrW
Address -P-0. V ax -310
f3r_LNQJ?a ?l.G. a'l?to
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
,r zo
A check for $W made payable to the Department of
Environment, Health & 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 Zs day of -S-e, . ,19 9-..k
X
Landowner or Authorize agent
4 12/89
Form DCM-4-2
MARINA
DEVELOPMENT
Attach this form to the Application for Permits to
Develop in North Carolina's Coastal Area. Be sure
to complete all other sections of that application
which relate to this proposed project, including
upland areas, even if duplicative. All shore-based
facilities must be included in application and work
plats.
i MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
? Commercial V Public
Residential
b. Will the marina be open to the general public?
YEh
c. If there is residential development associated
with the marina, how many units or lots are
planned?
d. Check all of the types of service to be
provided.
Full service, including travel
lift and/or a
Dockage, fuel, and marine supplies
V Dockage ("wet.slips") only
Number of slips' 10
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
? and/or channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for ex-
ample, open runabout, charter boats, sail boats,
or mixed types).J??&TE AA-2 cz,,nonaLiAL p0¢r5
g. Typical boat length AV'
h. Maximum boat length 6,0`
i. Are any floating buildings planned? NCI
If so, describk
2_, MARINA OPERATIONS r
a. Check each of the following sanitary facilities
which will be included in the proposed project.
Office toilets
? Toilets for patrons
Number A
LocationW SU1tepaj6 t4ey- To cFF1tJG
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and location for all
sanitary wastewater.SLa of Zrj AA?(M- SYS Em
c. Describe solid waste, fish offal, and trash
disposal. Tom' 4 ar- f - w i(EA
I.I:Fr oire oicm ih - 6m.-> Z 1e P-tcy.I.tD
d. How will overboard discharge of sewage from
boats be controlled? 't tk x>a4a n/sc 9 Q€t>:"
SI(nrlh To &- m AuAP
e. Give the location and number of "No Sewage
Discharge" signs proposed.5/6bu5 To )?&
alo A Ugn or? racrJ c?J? o? p ul
V__iL ?. ne cw
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as
paint, sandblasting waste, and petroleum pro-
ducts. A ??O Ji Cft-2 )5 p1z-Ebr_RTV(
?l? ??,fn 7b C?i,t.F.GT QUn10Ff
PROM ad.
g. Where will residue be disposed of? `/AI 31,M"OtJ
rAtJ 1AGF_7-, FOP. ST1246 & nV V&G127uF_
h. Give the number of channel markers and "No
Wake" signs proposed.WbAE, RC066D
Note: Regulatory signs such as these require ad-
ditional approval by the N.C. Wildlife
Resources Commission.
i. Give the location of fuel handling facilities and
describe the safety measures planned to protect
area water quality. t4h 9, orJ SmV,
j. Describe design measures that promote boat
basin flushing or circulation and reduce water
quality impacts. SCAT gAS,a d? 116d
id
rS JJL? ? Y>rAQt,, wGATtarJ IS A4TAGEHI7'
?•?f?J µ;'f£25 ,4?J_?QLt.eytr5 SyJ=Frc'??1?!'f
k. What will be the marina policy on overnight
and live-board dockage? 00 14V&- MARP
V OCXA r- AM OAD
1. Is the proposed marina located near any
shellfish leases? 00 If so, give he name and
address of the leaseholder. tJ
m. If this project is an expansion of an existing
marina, what types of services are currently
provided? .SAT p?PAJ 2 h An1 D WET
SL1P(Jr. tAP) DDCXA-cig'
n. How many slips are now available? Q'

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-;
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1
2
3
4
APPLICANT'S NAME: Vic Cox (Cox Marine Railways)
LOCATION OF PROJECT SITE: East Front Street, Town of Belhaven, on Pantego
Creek, in Beaufort County
Photo Index - 1989: 283-2, M-7 1984: 80-61.1, L-4
State Plane Coordinates - X: 2,707,800 Y: 657,400 (Belhaven L.R. )
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10 August 1993
Was Anrnlicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 1.8 August 1993
Office Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Belhaven
Land Classification From LiJP - Conservation/Developed
(B) AEC(s) Involved: Public Trust Area
(C) Water Dependent: Yes
(D) Intended Use: Commercial marine railway
(E) Wastewater Treatment: Existing - Town of Belhaven
Planned - None
(F) Type of Structures: Existing - Marine railway, piers, i_mlkheads, etc.
Planned - Piers, bullheads
(G) Estin:lrated Annual Rate of -Erosion: ±10' at southwest corner of property.
Source - DCM sti=ff observation
_j
7. HABITAT DESCRIPTION: [ARE
1:)REDC.:•';t} FI1,LED OTHER
(A) Ve.-etated W-tiands
I'
!i (R) 'Non-\, e.neuatel' Weth-mds
/<? N/A
i
i I-l i Lt h L}' "O LI 2l ('
S.
i
± 7 . J90 c; . .f

(D) Total Areal Disnlrbecll: ±1 acre
i ) Drll::a"V _\li:'S°l',.' Al-e, : No
( ? l?'..f"' C_'lassi1'icrlti0)r . SC'_NS(;w Open: o
PR.OL EC.T S ?11NIAR` : he ar,phcant is t_ '011US1i1 t.C) un,rade aI1 f'XiSt:L1??. Imlrlnc.
tall\v l:- by pCI'^i t°Rlii1 iTl<i:T1i:Cn i21Ce E'er^a\'a lpn c:Cld 0,. C)IIStYTLlC'i;litfs Vi.:T`.IOUS IAers and
b L iikheads .
Vic Cox
Cox Marine Railways
Beaufort County
Environmental Setting
The project site is Cox Marine Railways which is located on a ±1 acre site on
East Front Street in the Town of Belhaven adjacent to the north side of Pantego
Creek in Beaufort County. The site has been utilized as a marine railway for
many years, however, Mr. Cox purchased the property in 1992 an immediately began
restoring the site. Located or, the property at this time is a newly constructed
office building and two renovated railways which extends from the head of a
manmade basin to highground. The business office is being served by the Town of
Belhaven's sewage disposal system. Also located on the property is a ±330' long
manmade canal which provides access from Pantego Creek to the railways. The
canal has an averaae width of ±34' and has an average depth of -6' at normal
water. Pantego Creek has a depth of -10' at normal water immediately offshore
of the canal. Located at the site is a variety of deteriorated piers and
bulkheads. The southwest corner of the property is experiencing severe erosion.
A deteriorated historical bulkhead is present at the southwest corner., however,
it is not functioning at all as a bulkhead. The area between this deteriorated
structure and the normal water line is covered by remnants of rusted cars and
other marine debris. No wetland vegetation is located on the property, which is
presently vegetated with various upland grasses.
Pro-iect pronosal
The applicant is nroposinc the following:
'?) To add a hand rail to the existing 3' wide pier which is located an the
southside of the existing b,,u7;in. Also, the pier wi.17- be r inforced by
adding new pilings every 8'.
Extend the existing bulkhead on the northern side of the basin 20' into
hi,:[haround.
(3) Replace the existing bulkhead and deck which is locate,-, on the northern
side of the basin from (-.here the dock begins to where it turns in a
southern direccio.1. This section of bulkhead will approximat_' the normal
water line.
(4) Extend a new bulkhead and dock a_ong the same alignment as described in
NO. 2. - This b'_,lkhead and dock (':ill be constructed F;lttllti an area which is
now highground.
(5) Tice excavation of the hiviiground and the removal of th^ existing dock
which will be southwest of the bulkhead and dock described in No. 4. The
area excavated will be :incorporated into the existing basin.
f
Vic Cox
Cox Marine Railways
Beaufort County
Page,2
(6) T.e construction of a 4' wide by 75' long pie:- into Pantego Creek. The
pier will be all extension of the dock which was described in No.
(7) The construction of a new bulkhead at the southwest corner of the property
along an alignment which approximates the previously described
deteriorated structure. The bulkhead will turn in a northeast direction
which approximates the applicants property lil_. This section of bulkhead
will encompass the area of rusty cars and other debris and will average
32' beyond the normal water line. The bulkhead will be. 55' beyond the
normal water line at the furthest point.
(8) The construction of a 53' long by 8' wide dock waterward of the proposed
bulkhead at the southwest corner. This dock will be placed atop
deteriorated pilings and other debris existinc in Pantego Creek.
(5) The maintenance excavation of 235' of the existing basin. The average
width of the area excavated wi ll be ±34' and t.--e final pro4ect depth will
be -8' at normal water. This will mean the excavation, of an averar_,e of
±3' of material within the basin. X11 sacils will be removed to a
highground site away from the prope rty on whic;- the project is located.
10) The a: dSCapiriCi of t i? 111gt1Uround por lion of e prcpert V
Environmental ill) p a C -
'-he following environmental imr-acts -.gill ocC?_r.
1) The __lling of *_5. 742 - _ landwa:G o_* the _ _oposed b.:_khead. This i_s
the area that --s the I;ascccllaneous debris ;_)re_ e.nt.
<.; e excavation e-? sq ft. G? ,ar ea ";?th- ze e:,+-.is ,_<, a ba.s
This area contlains the: accumv-J atlon Of V_?_:lOUS "`.arin"
_.tc. t' at :iave t1Ccllillt la tea w=th .t niiF, 'Z•?vC a ready -e fill r '
redu ce tIiese accwttu1 a .icnN :, 41- e =t'til3.-c . ca. _. `ed .aa.teri_.= ?-;i'_. _ b e
.remo veu to an approved highctroul.d Off
({ i No wetland vegetat o._ Fill be led.
David L. Gossett - Washington Regional Office - 23 August 1993
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stonnwater 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
a. Name V t & C-05c 6-nllni 4 W--)
Address -Z Oe> :JE?o LP-'r'
City 0 ?, i,1-FA - d State IJ . C',
Zip 2 79 I o Day phone G1 GF `? - CU 4- Landowner or :/ Authorized agent

b. Project name (if any) 6r;K 7213 t" g Y,5 , -J; :J G.
c. If the applicant is not the landowner, also give the
owner's name and address.
-'"I M? fA;. b '/)Gvm_-l/7 R. &0
v;n' Fyon1T !al
SPA,4A1 ij t4 6, AlS'w
2 LOCATION OF PROPOSED
PROJECT
g; u, F-WgV fo r<- i onl ©f; i/T'
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?
a
c. Will the project be for community, private, or
commercial use?
Co.-n," ela(?1 Al.,
d. Describe the planned use of the project. f I
f-&X AJ/- ?IOIJ op {1J,A,511J w i uu
®j? f, i v t j `l ./?h W t t •v ?,i; (d 1;b(, a r 171 L` E4
AAL2 1Z1 i 1 i.V 1- -AV iLi 4- r-t VV ! PIE A "lro kJ
?f7 YC tL C.i-( QMr.2 u`J i
COCAwnr1
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract t e j6-
b. Size of individual lot(s)
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
..f-j .tS,-S'
d. Soil tyFe(s) and texture(s) of tract
a. Street address or secondary road number
sob i; r izoJ1 -;; C.
b. City, town, community, or landmark
LuJ A ?! tJ f.
c. County j3E,4kk,r-y[Z -1 9.
d. Is proposed work within city limits or planning
jurisdiction? Yf%`,
e. Name of body of water nearest project
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). ?w!0 Eau e2i ;x P u(J?;f Li 12;44
Cp1J5?rZUr NIl GJ PCC,&, 17;&E w VhB, 17-,,Q
Vegetation on tract i1i Q112 /21Y )? ; EEb
Man-made features now on tracti2aa,wIY'5 W Iw,r? i,iov?,_r
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
_ Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
?Yl At? i t?l }i
i. How are adjacent waters classified?
SC- -NSw
Has a professional archaeological survey been
carried out for the tract? tom! a If so, by whom?
12/89
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Q I h-
b. Number of lots or parcels _
c. Density (Give the number of residential units and the
units per acre.) a 1,&
1o &47 P#TM6 )&L1,9- 5F_ bF F-A-76R_
5 e5__1t l J 2X-X r; QTLY ICI ;J NIA 1 Nei, ?1 C
m. Water supply source )owl 0 of gr- U4ACF,,1
W 4 V-1Z SYsi arm
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
I#
d. Size of area to be graded or disturbed o
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? _ N 1 4-
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.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N l ,n-
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
rJo &16
j. Have these facilities received state or local approval?
k. Describe existing treatmentfa'cilities.
Syo.)4 of I?LkE?1(ta./ "g,x"re
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down")._ /-IV)OWNtS
OF P4iN 1 CF?IP?i :}nip ?Cr31L?J?7 U/tJt7hQtJ
If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? J JA-
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin t4c?
Other (break-
?te2
water, pier,
boat ramp, POLL
rock jetty) t'O
Fill placed in
wetland or below
Upland fill
areas
Length Width Depth
b. Amount of material to be excavated from below
water level in cubic yards 1 `,*t,i C_'(
c. Type of material 5 #oi,:> ,¢JJV
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
2 12/89
f. Dimensions of spoil disposal area
3 vi4 SQ- 1=T..
g. Location of spoil disposal area va 5?-rF
(5a& 4r-rA1#CV Lr_Vl atr )
h. Do you claim title to the disposal area? " No
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? YG5
If so, where? o,J S iTe
j. Does the disposal area include any marshland,
swamps, or water areas?
Yf=S
k. Will the fill material be placed below mean high
water? Y 7
1. Amount of fill in cubic yards IriJ C.Y.
m. Type of fill materi al 'I-cy`!.;,ci!j.Arr1 P Arib /n Nn
n. Source of fill material n>) 4 ewb 4)bA F g1?Cux;P
a;, 044-T ??s
o. Will fill material be placed on marsh or other
wetlands? iJ o
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
??uui,?lF?ri-4h ?Nr` ?? Acrm?=rJ i ?nr ?-140 -liooC 1.?5.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
s. Will wetlands be crossed in transporting equipment
to project site? ?_1v If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap 3 ,t8' -,1LiJ x?rlt????
rVS-, rerzpAiRCZ!, /i?erc?ix?
b. Average distance waterward of mean high water or
normal water level 7-V .gxlv_? ,
z?pe,,ne, Tc t7(:? il' I-AkpW01 cr Fi51• ?t}C ;nJ
c. Shoreline erosion during preceding 12 months, in
feet iD'-1T' AVf-P_1 6J-:,
d. Type of bulkhead material i lW4-rap Woov
e. Amount of fill, in cubic yards, to be placed below
mean high water 111 c •Y'
f. Type of fill material e-,7A49, A)JD /ntAp
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
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 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.
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F¢ 4tA6-?i , 19U2i ---- .v.oT To
DEPARTMENT OF THE ARMY r
WILMINGTON DISTRICT, CORPS OF ENGINEERS ?.
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890 r 2
September 10, 1993 a
IN REPLY REFER TO
Regulatory Branch
Action ID. 199304317
Mr. Jimmy Lee Cox
and Ms. Victoria R. Cox
503 Front Street
Belhaven, North Carolina 27810
Dear Mr. and Ms. Cox:
On February 11, 1991, we renewed general permit No. CESAW-CO80-N-000-0291
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received August 30, 1993, for Department of
the Army (DA) authorization to repair and replace piers, construct and
backfill bulkheads and excavate a basin on Pantego Creek at commerical marina
facilities, Belhaven, Beaufort County, North Carolina, indicates it to be a
candidate for Federal authorization under this general permit. Accordingly,
the administrative processing of your application will be accomplished by the
North Carolina Division of Coastal Management. Comments from Federal review
agencies will be furnished to the State.
If your application must be withdrawn from this general permit process
for any reason, you will be informed regarding its further management. If
there are no unresolved differences in State-Federal positions or policies,
the final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199304317.
and will be coordinated by Mr. Norm Sanders in our Washington Field Office.
He is available at telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
j R
",P
Enclosure

-2-
Copies Furnished (without enclosure):
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
A ..---John Dorney
ater Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Ms. L. R. (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
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, GA 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division
of Coastal Management-
Post Office Box 2188
Washington, North Carolina 27889-2188