NCDOT 107-93 Oyster Creek

Per?PiitClass --- Permit Number
107-93
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and
Coastal Resources Commission 'j
Permit I
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
OCT 2 2 !93
Issued to NC DepL of Transportation Div. of Highway P.O. Box 25201, Raleigh, NC 27611
development in Hvde County at canal adjacent to Oyster Creek, SR1362 entering
Creek Banks S on cracoke as requested in the permittee's application dated8/6/93&attached
This permit, issued on /D/S`/y� is subject to compliance with the application (where consistent
with the permit), all applicable— r�g a , special conditions and notes set forth below. Any violation of these terms may be
subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Bridge Construction
1) In order to protect populations of finfish and crustaceans, no work will be permitted between
the dates of February 1 and June 30 of any year without prior approval of this Division in
consultation with the Division of Marine Fisheries.
2) Vertical and horizontal navigational clearances shall be no less than that shown in the August
6, 1993 application and the July, 1993 supplemental sheet 1 of 1.
3) The seal between the wing walls and the pipe arch should be adequate to prevent continual
seepage of backfill into the canal.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31. 1996
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
oger N. ester, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

{'
NC Dept. of Transportation Permit #107-93
Page 2 of 2
ADDITIONAL CONDITIONS
NOTE: The U. S. Army Corps of Engineers authorized the proposed work under Nationwide
Permit #14 on 8/27/93.
Excavation and Filling
4) A silt screen will be placed immediately upstream and downstream of the project site prior to
any excavation and not removed until 24 hours after project completion.
5) The temporary or double -handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.'
6) No excavated or fill material will be placed at anytime in any marsh or surrounding waters
outside of the alignment of the fill area indicated on the workplan drawings.
NOTE: The proposed fill is authorized by General Water Quality Certification #2732 issued by
the Division of Environmental Management.
NOTE: The permitted work has the potential to create mosquito breeding conditions if disturbed
areas are not properly graded. Contact Dewey Boseman at (919), 946-6481 for
information on minimizing this potential. -
Erosion and Sedimentation Control
7) A permanent ground cover, sufficient to restrain erosion, must be provided on all exposed areas
within 60 calendar days after project completion on all affected areas, including road shoulders.
8) Appropriate erosion and sedimentation control devices, measures, or structures must be used to
prevent sediment from entering the adjacent waters and properties (e.g., silt fences, diversion
swales/berms, sand fence, etc.).

TO: John Parker
FROM: M. Ted Tyndall
DATE: 6 October 1993
MEMORANDUM
T_.
OCT 12 1993
-- -----------
SUBJECT: f Replacement of Bridge over Oyster Creek with an aluminum structural
plate pipe arch on Ocracoke Island in Hyde County
The applicant proposes to replace an existing 10' wide by 54' long bridge with an 18' wide by
11'4" aluminum structural plate pipe arch approximately 35' long. If the permit is issued, I
recommend the following conditions.
CONDITIONS
1. Vertical and horizontal navigational clearances must be maintained at least that proposed
in the 6 August 1993 application and as shown on the July 1993 supplemental sheet 1 of
1.
2. The temporary or double -handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
3. No excavated or fill material will be placed at anytime in any marsh or surrounding
waters outside of the alignment of the fill area indicated on the project drawings dated
July 1993.
4. The seal between the wing walls and the pipe arch should be adequate to prevent
continual seepage of backfill into the canal.
5. In order to protect water quality, runoff from the construction area must not visibly
increase the amount of suspended sediments in adjacent waters.
6. A silt screen will be placed immediately upstream and downstream of the project site to
any excavation and not removed until 24 hours after the completion of all and filling is
complete.
7. A permanent ground cover, sufficient to restrain erosion, must be provided on all
exposed areas within 60 calendar days after project completion on all affected areas,
including road shoulders.
8. Appropriate erosion and sedimentation control devices, measures, or structures must be
used to prevent sediment from entering the adjacent waters and properties (e.g. silt
fences, diversion swales/berms, sand fence, etc.).

APPLICATION TRANSMITTAUPROCESSING RECORD
A) Applicant: N.C. Department of Transportation County: Hyde
Location of Project: Extension of SR 1362 entering Oyster Creek Banks Subdivison
on Ocracoke Island
Date Application Received Complete by Field: 9 August 1993
Field Recommendation: Attached To be Forwarded X
Consistency Determination: Attached To be Forwarded X
Field Representative: M. Ted Tyndall iDistrict Office: Washington
District Manager Review: L'�1 B) Date Application Received in Raleigh: Fee Rec'd: $
Public Notice Rec'd: End of Notice Date:
Adj. Rip. Prop Notices Rec'd: Deed Rec'd:
Application Assigned to: on
C) 75 Day Deadline: 150 Day Deadline:
Mail Out Date: State Due Date:
D)
Federal Due Date:
Fed. Comments Rec'd on
Permit Final Action: Issue Deny Draft on
AGENCY
DATE COl4SENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management District Office
Division of Comm. Assistance
Land Quality Section
Div. of Env. Management
State Property Office
Div. of Archives S History
Div. of Env. Health
Div. of Highways
Wildlife Resources Commission
Div. of Water Resources
AUU
Div. of Marine Fisheries
--------------

AUG 2 0 1993 �
& .... *&a..............
M EM0R.ANDUM
TO: Ted Tyndall
FROM: John Crew
DATE: 17 August 1993
SUBJECT: Bridge Replacement - Ocracoke Village - Hyde County
This proposal involves replacing an existing bridge in Ocracoke Village over Oyster
Creek with an aluminum pipe arch and falls under the auspices of the May 1992 CRC
Certified Hyde County Land Use Plan Update.
The Plan (Ocracoke Island Section) offers the following on proposals of this nature:
The Ocracoke Section of the Plan places a high regard and emphasis on protecting the
abundant natural/marine resources that make Ocracoke an interesting place to live and
visit. This theme is noted throughout the Plan. Much emphasis is placed on protecting
Ocracoke's shorelines, State regulated wetlands and Federal (Army Corps of Engineers
404) wetlands.
A narrow reading of the resource protection policy section of the Plan notes
significant language to protect the aforementioned resources. Yet, County policy on
commitment to State and Federal programs (Pg. IV-19) includes; "The County will
continue to fully support such programs, especially the North Carolina Department of
Transportation road and bridge improvement programs and ferry service, which are vital
to Ocracoke."
The proposal project site is shown in the Developed Classification on the Land
Classification Map. This class acknowledges urban development with the full range of
services necessary to support urban level development activities.
My opinion is that if this proposal can be accomplished in accordance with applicable
State and Federal environmental protection regulations, it is not inconsistent with the
spirit of the policy section of Ocracoke Plan nor with the spirit of the intent of the
Developed Land Class as discussed in the Plan.
cc: Jahn Parker
reston Pate

DIVISION OF COASTAL MANAGMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: N. C. Department of Transportation
2. LOCATION OF PROJECT SITE: Hyde County, extension of SR 1362 in Ocracoke over manmade
canal in Oyster Creek system
Photo Index - 1989: 5 197 3, GR L-13 and M-13 1984: 148-370 GR M-15 and M-16
State Plane Coordinates - X: 2,903,900 Y: 510,820
3. INVESTIGATION TYPE: CAMA and DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4 August 1993
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 9 August 1993
Office - Washington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County - Ocracoke Section
Land Classification From LUP - Developed
(B) AEC(s) Involved: Estuarine Waters, Estuarine Shoreline, Public Trust Areas
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing Bridge
Planned - Replace with a aluminum structural plate pipe arch
(G) Estimated Annual Rate of Erosion: 0
Source - DCM files
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other
Open Water
630 sq. ft.
1,400 sq.ft.
(D) Total Area Disturbed: 8,750 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to replace an existing 10' wide by 54' long bridge
with an 18' wide by 11'4" aluminum structural plate pipe arch approximately 35' long.

FIELD INVESTIGATION REPORT:
N. C. Department of Transportation/Hyde County
PAGE #2
C
9. NARRATIVE DESCRIPTION:
Project Setting
The project is located at the first bridge on the extension of SR 1362 entering
Oyster Creek Ranks Subdivision on Ocracoke Island in Hyde County, North Carolina.
The existing bridge is approximately 10' wide by 54' long. The bridge crosses a 55'
to 60' wide channelized section of Oyster Creek and is immediately upstream from the
manmade canal system that flows into the Pamlico Sound from a. westwardly direction.
Boat traffic is prevalent in the canal and numerous docks exist upstream from the
bridge. Average water depths are 3' to 4' below MHW. Adjacent each terminus of
the bridge are undeveloped upland lots created decades ago through filling activities.
Vegetation along both banks of the canal/creek are typical of areas with this origin and
include scattered live oak Ouercus vir ing iana, wax myrtle Myrica cerifera, and Yucca
spp. Herbaceous species present include the marsh pennywort Hydrocotvle
bonariensis. Various grasses and vines including a small amount of salt meadow hay
Sp2gin atens and black needlerush Juncus roemerianus grow on the canal/creek bank
above the high water mark. The waters of the canal/creek are classified SA by the
Division of Environmental Management. The canal/creek is not a Primary Nursery
Area and is closed to shellfishing by Shellfish Sanitation.
Project Description
The applicant proposes to replace the existing bridge with an 18' wide by 11'4"
tall aluminum structural plate pipe arch 35' long. An area approximately 35' X
18' X -0.5' (approximately 12 yds') will be excavated prior to placement of the pipe
arch. Interlocking sheet pile bulkhead will confine and fill material to within the road
right-of-way crossing the pipe arch (approximately 160 yds'). The source of the fill
material is the dredge spoil disposal area at the north end of Ocracoke. Upland fill
areas measuring approximately 100' by 25' on each end of the existing bridge will be
filled and graded for the approaches. The travelways will be gravel.

FIELD INVESTIGATION REPORT:
N.C. Department of TransportatioWHyde County
PAGE N3
Anticipated Impacts
The project as proposed would result in the loss of approximately 2,030 fe of
creek/canal bottom which includes 1,400 W of earthen fill and 630 ftz of pipe.
Localized turbidity will occur as a result of excavation and filling activities.
Navigation on the creek/canal would be impeded during construction activities but no
long-term negative impacts are anticipated. The proposed horizontal clearance would
be approximately 18' at normal water level but would decrease to approximately 8.5'
near the top of the arch. Currently, there is a horizontal clearance of two 18' spans on
each side of an existing center piling. Vertical clearance would be approximately 7' in
the center of the arch, an increase of two feet of clearance from the bottom of the
existing bridge. The width of the crossing will increase from 10' to 12'. No wetlands
will be filled.
M. Ted Tyndall - Washington Regional Office - 16 August 1993

J .K71'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GovERNOR P.O. BOX25201, RALEIGH, N.G 27611-5201.
August 6, 1993
Office of Coastal Management
Department of Environment, Health and
Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
R. SAMUEL HUNT III
SECRETARY
SUBJECT: Hyde County, Replacement of bridge over Oyster
Creek at Ocracoke.
The North Carolina Department of Transportation is
proposing to replace a bridge over Oyster Creek in the Town
of Ocracoke in Hyde County. The bridge will be relocated on
existing location, and will be replaced with a 18' x 1114"
aluminum structural plate pipe arch approximately 35' long.
The structure will provide one 12 foot gravel travelways and
one three foot shoulder in each direction. The roadway grade
will be slightly elevated. No paving of the approaches or
bridge surface is proposed.
It is proposed that traffic be maintained on the _
existing bridge while the majority of construction work takes
place underneath the structure. The old bridge will then be
removed, after which final grading and gravel placement will
take place. By utilizing this construction method, the
bridge and boating access under the bridge should only be
blocked for one day. Arrangements are being made to notify
local residents of the closure, and to provide any emergency
services that may be required. The U.S. Coast Guard will
also provide NCDOT with a form letter notifying users of
Oyster Creek that the creek will be closed to boat traffic ,
for one day. NCDOT will fill in the date the bridge is
expected to be closed, and will then distribute the letter to
all properties upstream of the bridge on Oyster Creek at
least 10 days prior to the bridge closing.

The proposed activity will lead to the placement of.
approximately 160 cubic yards of fill below ordinary high
water. Approximately 12 cubic yards of material will be
excavated from the bottom of Oyster Creek toallow
for
placement of the pipe arch. it does not appeary
submerged aquatic vegetation exists in the area of proposed
work. No fill in wetlands will.take place. The Department
is also proposing to widen the approaches to the bridge (see
sheet 3 of 4).
The proposed aluminum structural plate pipe arch will
allow for one 18' wide open water travel lane in the middle
of Oyster�Creek, while the present structure allows for two
18' wide lanes to either side of the central support
structure in the middle of the creek. However, due to
shallow depths near the stream banks, only approximately 15'
of the 18' lanes area currently usable to most boat traffic.
The proposed structure will also provide a two foot higher
vertical clearance in the middle of the channel (see
supplemental sheet 1 of 1). The proposed horizontal
clearance at the elevation of the bottom of the existing
bridge will be 11.51. Local residents who use boats in
Oyster Creek have requested a 10' minimum horizontal width at
the elevation equal to the bottom of the existing bridge.
Therefore, it does not appear that the traditional and
current uses of Oyster Creek will be limited.
Please note that the profile drawing showing the
proposed pipe arch (sheet 4 of 4) is an approximation, and is
not drawn totally to scale due to difficulties associated
with the utilization of different vertical and horizontal
scales. Supplemental sheet 1 of 1, which was supplied by a
contractor to NCDOT, does accurately depict the proposed pipe
arch.
This roadway and bridge have previously been in private
ownership. NCDOT is currently in the process of obtaining
the roadway and bridge and adding both to the state highway
system. NCDOT assures all concerned that all required
properties will be in state ownership before commencement of
any construction activity.
NCDOT is requesting that the proposed work be authorized
under the appropriate Coastal Area Management Act (CAMA)
permit. Included for your information is a permit
application package, including permit application form,
permit drawings (sheets 1 of 4 through 4 of 4 and
supplemental sheet 1 of 1), and evidence of adjacent property
owner notification. A processing fee of $250 is also
included.

This project may be authorized by 404 Permit 14 (Road
Crossings) from the U.S. Army Corps of Engineers, and by 401
General Certification 2732 from the N.C. Division of
Environmental Management. Because all fill will be confined
to Waters of the U.S., and no fill will take place in special
aquatic sites, including wetlands, formal notification to
these agencies is not required. We are therefore providing
one copy of this application package to the Corps of
Engineers for information purposes only. The N.C. Division
of Coastal Management, upon accepting this application
package as complete, will solicit comments from the N.C.
Division of Environmental Management.
If we may be of further assistance, or if you require
any additional information, please contact Mr. Doug Huggett
of NCDOT's Environmental Unit at [phone].
sincerely, i
AJ. ). O'Quinn, P.E.
Assistant Branch Manager
Planning and Environmental Branch
cc: Mr. Terry Moore, DCM-Washington
District Engineer, COE
Mr. Don Morton, P.E., Highway
Design Branch
Mr. A.L.'Hankins, P.E., Hy
draulics
Mr. John Smith, P.E., Structure Design
Mr. C.O. White, P.E., Division 1 Engineer
Mr. Jimmy Lee, P.E., Bridge Maintenance

?lease type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
tiol. 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
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
C.
a. Name NC Dept. of Transportation
Attn: B.J. O'Quinn, Asst. Brant Mgr.
Address Pn any 9F7m
CityRaleigh State NC -
-ZP 27611 Dayphone 919-733-3141
X Landowner or. Authorized agent
ib. Project name (if any)
c. If the applicant is not the landowner, also give the
owner's name and address.
Proiect will be on NCDOT state road
system prior to start of construction
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
Extension of SR 1362
D. City, town, community, or landmark
Ocracoke
c. County Hyde
d.. Is proposed work within city limits or planning
jurisdiction? yes
e. Name of body of water nearest project
Oyster Creek
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). Replace existing bridge with 1§'
wide x a uminum s ructura pate
pipe arch, approximate y Jbl long
Will the project be for community, private, or
commercial use?
Public Transportation
d. Describe the planned use of the project.
Pihlir Transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) NIA
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+/- 3' from USES Quad Sheet Elevations ❑n
plats are on assumed datum
d. Soil type(s) and texture(s) of tract
sand
e. Vegetation on tract Palmetto, lawn grasses, shrubs,
vines
f. Man-made features now on tract bridge
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
x Developed Community
Rural Other
It. How is the tract zoned by local government?
No zoning
i. How are adjacent waters classified?
SA
j. Hasa professional archaeological survey been
carried out for the tract? no If so, by whom?
3191

100011— AdOD
UPLAND DEVELOPMENT
nplete this section if the project includes any land
elopment.
Type and number ofo�d18pz11e4a aluminum
suuctur E09sed
struc ural p ate pipe arch
Number of lots or parcels N/A
Density (Give the number er of residential units and the
units per acre) .
Size of area to be graded or disturbed
+/- 250' x +/- 35'
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/A
Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable .
surfaces. such as pavement, buildings, rooftops.
o net increase
List the materials, such as marl, paver stone, asphalt,
nr concrete, to be used for paved surfaces.
h if applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
L Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
Y. Describe existing treatment facilities. A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent. "wash
down'). Surface runoff
m. Water supply source N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or pN%o Aide new access.
o. if the project is on the oceanfront, what will be the
elevation above mean sea level A f the first habitable
floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
coveted in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
excavation fo
Other(break-pipe
water, pier, +/-35' 18'
boat ramp,
rock jetty)
Fill placed in
wetland or below +/- 35' +/- 40
MHW
Upland fill
areas
west 1UU'
east 100'
avg Gb' avg
avq 25' avg
b. Amount of material to be excavated from below
water level in cubic yards +/- 12 cubic Yards
c. Type of material sand
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
none

1009N — ♦dOO
Dimensions of spoil disposal area
u land site n
Location of spoil disposal area unknown
Do you claim title to the disposal areal unknown
If not, attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? unknown
If so, where?
Does the disposal area include any marshland,
swamps, or water areas?
no
Will the fill material be placed below mean high
water! yes
Amount of fill in cubic yards +/- 160 cubic yards
n Type of fill material sand
r- Source of fill material dredge spoil disposal area
located at south side of Hatteras Ferry
Will fill material be placed on marsh orother
wetlands? N^
:r. Dimensions of the wetland too be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
Sheet piles and standard NCDOT erosion
control measures
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
dumptruck, a c.
s. Will wetlands be crossed in transporting equipment
to project site? no If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
sheet pi, e 4 Ca +/- 20' each
a. Length of bu lkbeaderrn"P
b. Average distance waterward of mean high water or
normal water level N/A
C. Shoreline erosion Aduring preceding 12 months, in
feet
d. Type of bulkhead material steel sheetQe with special
e. _Amount of fill. in cubic yards, be placed below
meanhighwater
f. Type of fill material N/A
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. (Referto Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings am 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.

1000N — AdO2
fame See enclosed sheet"
iddress
farne see enclosed sheet
Wdtesc
JazIIe cep enrinsed sheet
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Natural Resources and Community Development 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 manlier consistent with such program.
I further certify that I dm authorized to grant. and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
Iands in connection with evaluating information related
to this permit application and follow-up monitoring of
project
This is the 6� day of 4,11 ✓ST
X . N,� ,
Landown orAuthori agent 0 (L � Qom

Hyde County, Replacement of bridge over
Oyster Creek at Ocracoke
Adjacent Property Owners
David and Jen Esham
P.O. Box 309
Ocracoke, NC 27960
Ron Wood
P.O. Box 342
Ocracoke, NC 27960
Wayne Teeter
P.O. Box 480
Ocracoke, NC 27960
Leona Vaughn
Route 1
28 B Scarboro Square
Manteo, NC 27954

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SCALE 1-24000
-N.C. DEPT. OF TRANS.
DIVISION OF HIGHWAYS
•HYDE CO.
OVER OYSTER CREEK
JULY 1993
SHEET A OF J/
.0 1

Dvurd F JeN
100. Box 307
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See supplemental sheet
1 of 1 for an precise
Pi000se<f 1� G,, Je and accurate
representation of the
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ASsame't 0A/m�7

1810" RISE 1'4" SPAN
ALUMINUM STRUCTURAL PLATE
PIPE ARCH
175" PLATE, TYPE 4 RIBS
18" o/c
TOP OF ARCH
II
v
ELEVATION OF BOTTOM =>
OF EXISTING BRIDGE
-�—�.4
S�
WATER LEVEL
NCDOT
DIVISION OF HIGHWAYS
'HYDE CO.
OVER OYSTER CREEK
JULY 1993
SUPPLEMENTAL SHEET 1 OF 1
I
1'
FROM
TOP =
8'
WIDE
2'
FROM
TOP
= 11.5'
WIDE
3'
FROM
TOP
= 13.5'
WIDE
4'
FROM
TOP
= 15'
WIDE
5'
FROM
TOP =
16'
WIDE
6'
FROM
TOP
= 17.5'
WIDE
7'
FROM
TOP
= 18'
WIDE
8'
FROM
TOP
= 18'
WIDE
9'
FROM
TOP
= 171.
WIDE

MEMORANDUM
To: Jim Mulligan
Deborah Sawyer
FROM: V Ted Tyndall
DATE: 17 August 1993
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
North Carolina Department of Transportation
First Bridge Entering Oyster Creek Banks Subdivision
Hyde County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill Permit which
was received by me on 9 August 1993. I am considering this application complete,
have acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.