19930720 Ver 1_Complete File_19930907

TRANSMISSION REPORT
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State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, North Carolina 27626-0535
WATER QUALITY SECTION
FAX # [phone]
vt c ?? ?o ,?cc??n
TELECOPY TO:- ?A Q
FAX NUMBER:
FROM:
NUMBER OF PAGES, INCLUDING THE COVER SHEET:
PHONE: 17? h
State of North Carolina
Department of Environment,
Health and Natural Resources Q
o
Division of Environmental Management
James B. Hunt, Jr., Governor _? `-'
Jonathan B. Howes, Secretary ® F
A. Preston Howard, Jr., P.E., Director
September 7, 1993
Mr..Barney O'Quinn
Planning and Environmental Branch
N.C. DOT
P.O. Box 25201
Raleigh, N.C. 27611-5201
Dear Mr. O'Quinn:
Subject: Proposed fill in Wetlands or Waters
Bridge replacement, SR 1362
Hyde County
DEM Project # 93720
Upon review of your request for 401 Water Quality Certification
to place fill material in 1400 square feet of waters which are
tributary to Oyster Creek for bridge replacement located at SR 1362 in
Hyde County as described in your submittal dated 17 August 1993, we
have determined that the proposed fill can be covered by General Water
Quality Certification No. 2732. A copy of the General Certification
is attached. This Certification may be used in qualifying for
coverage under Corps of Engineers' Nationwide Permit No. 14.
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.
If you have any questions, please contact John Dorney at 919-733-
1786.
Sincerely,
93720.1tr qPeston Howard, J . P.E.
Attachment
cc: Wilmington District orps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
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
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEE
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
August 27, 1993
IN REPLY HEFER 7 V
Regulatory Branch

ACTION ID. 199303687 and Nationwide Permit No. 14 (Road Crossing)
Mr. B. J. O'Quinn
North Carolina Department of Transportation
Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Gentlemen:
Reference your application received August 6, 1993, for Department of the
Army authorization to place fill material in 0.03 acre of 404 wetlands for the
purpose of installing an aluminum structural plate pipe arch associated with
the replacement of an unnumbered Department of Transportation bridge, located
at the proposed extension of S.R. 1362, over Oyster Creek, Ocracoke, Hyde
County, North Carolina.
For the purposes of the U.S. Army Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the
Federal Register on November 22, 1991, lists nationwide permits (NWP).
Authorization, pursuant to Section 10 of the Rivers and Harbors Act of 1899
and Section 404 of the Clean Water Act, was provided for fills for roads
crossing waters of the United States (including wetlands and other special
aquatic sites) provided:
a. The width of the fill is limited to the minimum necessary for the
actual crossing;
b. The fill placed in waters of the United States is limited to a filled
area of no more than 1/3 acre. Furthermore, no more than a total of 200
linear feet of the fill for the roadway can occur in special aquatic sites,
including wetlands;
C. The crossing is culverted, bridged or otherwise designed to prevent
the restriction of, and to withstand, expected highflows and the movement of
aquatic organisms;
d. The crossing, including all attendant features, both temporary and
permanent, is part of a single and complete project for crossing of a water of
the United States; and
F h
-2-
e. For fills in special aquatic sites, including wetlands, the permittee
notifies the District Engineer in accordance with the "Notification" general
condition.
Your work is authorized by this NWP provided it is accomplished in strict
accordance with the enclosed conditions. This NWP does not relieve you of the
responsibility to obtain any required State or local approval.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the NWP authorization is reissued without modification or the activity
complies with any subsequent modification of the NWP authorization. If during
the 2 years, the NWP authorization expires or is suspended or revoked, or is
modified, such that the activity would no longer comply with the terms and
conditions of the NWP, activities which have commenced (i.e., are under
construction) or are under contract to commence in reliance upon the NWP will
remain authorized provided the activity is completed within 12 months of the
date of the NWP's expiration, modification or revocation, unless discretionary
authority has been exercised on a case-by-case base to modify, suspend or
revoke the authorization.
As discussed, you should contact the following State agencies to obtain'
the required State authorizations prior to starting work: Mr. John Dorney,
North Carolina Division of Environmental Management, telephone [phone],
and Mr. Steve Benton, North Carolina Division of Coastal Management, telephone
[phone].
Questions or comments may be addressed to Mr. Raleigh W. Bland, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
z
1
r.?
-3-
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
,Mz! 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
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 2188
Washington, North Carolina 27889
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
RECEIVED
WASHINGTON OFFICE
AUG 1 7199-3
17 August 1993
HEHORANDUH
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT.: CAMA/DREDGE & FILL Permit Application Review
Applicant: North Carolina Department of Transportation
pi L4 ICI..
Project Location: First bridge on the extension of SR 1362 entering Oyster Creek Banks
Subdivision on Ocracoke Island in Hyde County, North Carolina
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 7 September 1993. If you have any questions regarding the proposed
project, please contact Ted Tyndall at 946-6481. When appropriate, in-depth comments
with supporting data is requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed A,?? L_
Date
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 101 post-consumer paper
To: John Dorney
Planning Branch
• DIVISION OF ENVIRONMENTAL MANAGEMENT
CAHA/COE PERMIT APPLICATION REVIEW
19 1993
WETLANDS
11"A ER CI!, ± ITY? r
WaRO PROJECT ## "/ 3- SS^-? WQ SUPERVISOR: TI /RP
REVIEWER: SAWYER DATE: $ 3/y 3
WETLAND INFORMATION FOR CENTRAL OFFICE TRACK12IG
PERMIT YR: 92 PERMIT I.O.:
PROJECT NAME: H e 0 6l; S r2 13 ?-. a J't;G.
PROJECT TYPE: PERMIT TYPE:
COE #: DOT 3:
COUNTY:
CAMA/COE
RCD FROM CDA: DCH DATE FROM CDA:
REG OFFICE: WaRO RIVER AND SUB BASIN
STREAM OR ADJACENT WATER BODY: &- 4
CLASS: S 4 STREAM INDEX
OPEN OR CLOSED: Ce6 -?
WL IMPACT: A/ WL TYPE:
WL REQUESTED: WL ACR ZEST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: .RATING SHEET ATTACHED?
RECOMMENDATION: S ISSUE/COND DENY HOLD
$ //-) /S 3
a: T ii 2., D -7
: CQ g
STORMWATER PLAN REQ'D 2 IF YES, DATE APPROVED:
PROJECT DESCRIPTION:
WATER QUALM CERT. (491)
CERT. REQ'D: ` 3?C?Cf1
IF YES, TYPE: 6? /
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: IV
(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 .3-
AREA OF FILL: WATER : I y l o WETLAND : -
IS FILL ELIMINATING A SIGNIFI ANT USE?
DREDGING y
AREA TO BE DREDGED: (030 /ft IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE? /-/
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED? IV/1-
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; COE Washington Office
DIVISION OF ENV RON7fENTAL MANAGEMENT
MEMORANDUM
' TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
r. .
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project: h?' aC)^1 2 13 ?Z ?4 C ly ? ?1?eJ
Project No.: 2 n 5-?'- --?-
Date Received: ! 3
i='na( Date Comment:
Description of Project:
see A#-MCJI-6ea
Comments:

R +
• -':? RECEIVEL)
DIVISION OF COASTAL MANAGEMENT WASHINGTON OFFICE
FIELD INVESTIGATION REPORT AUG 1 71993
1. APPLICANT'S NAME: N. C. Department of Transportation A z Li,
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.
I y
FIELD INVESTIGATION REPORT:
N. C. Department of Transportation/Hyde County
PAGE 0#2
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 uercu virginiana, wax myrtle M e cerifera, and Yucca
spp. Herbaceous species present include the marsh pennywort Hydrocotyle
bonariensis. Various grasses and vines including a small amount of salt meadow hay
Spartina patens and black needlerush uncus 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 yds3) 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 yds3). 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 Transportation/Hyde County
PAGE #3
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 W 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
ersWio?
4
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201. RALEIGH, N.C 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:
,'?"', )"* 6 - S-.9 .3
4,6?d /7 ,-e7T-
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 to allow for
placement of the pipe arch. It does not appear
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 approximately 15'
shallow depths near the stream banks, only app
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 thet?hatothehtraditionalbridge.
Therefore, it does not appear
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
sheet 1 of 1,
scales. Supplemental
contractor r
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].
Sincerel?Vw?
pr'r AK?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., Hydraulics
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-
:ion, filling, paving, land clearing, and stormwater con- If you plan to build a marina, also complete and
tol. If the requested information is not relevant to your attach Form DCM-MP-2.
project, write N/A (not applicable). Items 1-4 and 8.9
must be completed for all projects. b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
1 APPLICANT c. Will the project be for community, private, or
r. Name NC Dept. of Transportation commercial use?
Public Transportation
Attn: B.J. O'Quinn, Asst. Branch Mgr.
Address Pn Rnx P5pnl
CityRa leigh State NC
- d. Describe the planned use of the project.
91 - - 9 7 7 9 Ptihl i c TranRnnr±ati nn
Zip 27611 Day phone [phone]
X Landowner or Authorized agent
b. Project name (if any)
4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
Project will be on NCDOT state road a. Size of entire tract N/A
system prior to start of construction
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
2 LOCATION OF PROPOSED .. ±f- 3' from USCS Quad Sheet Elevations on
plats are on assumed datum
PROJECT d. Soil type(s) and texture(s) of tract
sand
a. Street address or secondary road number
Extension of SR 1362
e. Vegetation on tract palmetto, lawn grasses, shrubs,
vines
b. 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
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 plait.)
Conservation Transitional
x Developed Community
Rural Other
h. How is the tract zoned by local government?
No zoning
i. How are adjacent waters classified?
SA
a. Describe all development activities you propose (for j, Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead carved out for the tract? no If so, by whom?
or pier). Replace existing bridge with 1?
wide x a uminum structural plate
pipe arch, approximate y 351 long
_J91
100014 -Ad00
UPLAND DEVELOPMENT
;nplete this section if the project includes any land
,elopment.
Type and number ofbuild * s, facilities, aluminum
structuresproposed
struc ura1 plate pipe arch
Number of lots or parcels N/A
Density (Give the number 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
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 pro vvide new access.
o. If the project is on the oceanfront. what will be the
of the first habitable
elevation above mean sea level
N/A
floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pNavement, buildings, rooftops.
o net increase
;. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
to If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
L Describe proposed sewage disposal andlor waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
N/A
L Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent. "wash
down"). Surface runoff
Length Width Depth
Access channel
(NILW) or (NWL)
Boat basin
excavation fo
Other (bmalC-pipe
water, pier, +/-35' 18' +/-0 . .5'
boat ramp,
tuck jetty)
Fill placed in
wetland or below
MHW +/ - 35' +/- 40

11
Upland fill west 100' avg
' 25 avg
east 100
avg 25 avg
areas
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?
no
e. High ground excavation, in cubic yards
none
1000N - Ad07
Dimensions of spoil disposal area
upland site n
Location of spoil disposal area unknown
Do you claim title to the disposal area? 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
:r. Type of fill material sand
Source of fill material dredge spoil disposal area
located at south side of Hatteras Ferry
Will fill material be placed on marsh or other
wetlands? N_
c. Shoreline erosion during preceding 12 months, in
feet N/ A
d. Type of bulkhead material steel sheetpile with special
C. -Amount of fill, in cubic yards, be placed below
mean hi gh water
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.
r•
Dimensions of the wetlandtoo be filled
How will excavated or fill material be kept on site
and erosion controlled?
Sheet piles and stahdard NCDOT erosion
contro measures
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? rT?nQ,_ ni 1 a Sri fpr hnrUhnn
dumptruck, etc.
C.
T
s. Will wetlands be crossed in transporting equipment
to project site? no If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. I, engthofbu1khtadtrMP1fap•4 +/- 20' each
b. Average distance waterward of mean high water or
normal waterlevel N/A
An accurate work plat ('including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x I I white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are pmfen-ed and
only high quality copies will be accepted. Blue-line
prints or otherlarger plats are acceptable only if IS 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.
LOOON - AdOO
fame See enclosed sheet'
address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
see enclosed sheet _ Any permit issued in response to this application will
Jae allow only the development described in the application.
kddrtss The project will be subject to conditions and restrictions
contained in the permit,.
game _-,Pp enclosed 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 5100 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.
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 maruier consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project
This is the day of 1JVgv5T • 19 93
X
Landown or Authoriagent (L. 0
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).
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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I 'HYDE CO.
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JULY 1993
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N.C. DEPT. OF TRANS.
DIVISION OF HIGHWAYS
HYDE CO.
OVER OYSTER CREEK
JULY 1993
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: N. C. Department of Transportation
2. LOCATION OF PROJECT SITE: Hyde County, extension of SR 1362 ir. 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 f??u 2 7 10,93
Was Applicant Present - No
WETLAiJDS GftGL'+>
5. PROCESSING PROCEDURE: Application Received - 9 August 1993 %•'ATER QU,^.UTY SEC XIN
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 630 sq. ft. 1,400 sq.ft.
Open Water
(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.
a
FIELD INVESTIGATION REPORT:
N. C. Department of Transportation/Hyde County
PAGE #2
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 uercus virginiana, wax myrtle M rica cerifera, and Yucca
spp. Herbaceous species present include the marsh pennywort H,, drocotyl
bonariensis. Various grasses and vines including a small amount of salt meadow hay
S artina an tens 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 yds3) 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 yds3). 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.
. 496
FIELD INVESTIGATION REPORT:
N.C. Department of Transportation/Hyde County
PAGE #3
Anticipated Impacts
The project as proposed would result in the loss of approximately 2,030 ft2 of
creek/canal bottom which includes 1,400 ft2 of earthen fill and 630 ft2 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
Pleasetype or print. Carefully describe all anticipated
developmeni activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
-iol. If the requested information is not relevant to your
?rmject, write N/A (not applicable). Items 1-4 and 8-9
;rust be completed for all projects.
I APPLICANT

.,name NC Dept. of Transportation
Attn: B.J. O'Quinn, Asst. Branch Mgr.
AddrCSS_ Pn Rnx 2,92n1
City Raleigh State NC
91 - -
Zip 27611 Dayphone 919-733-3141
X Landowner or Authorized went
a. Project name (if any)
c. If the applicant is not the landowner, also give the
owner's name and address.
Project will be on NCDOT state road
svstem prior to start of construction
2 LOCATION OF PROPOSED
PROJECT
Street address or secondary road number
Extension of SR 1362
City, town, community, or landmark
Ocracoke
County Hyde
d. Is proposed work within city limits or planning
jurisdiction? ves
Name of body of water nearest project
Oyster Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead
or pier). Replace existing bridge -.pith lb
,side x + aluminum structural p ate
pipe arc , approximate y 5 ong
If you plan to build a marina, also complete and
attach Form DCM-1NiP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
commercial use?
Public Transoortation
d. Describe the planned use of the project.
Puhlir Trannnnrtai;.nn
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+/- 3' from USGS Quad Sheet EiPV?t?nn? nn
plats are on assumed datum
d. Soil type(s) and texture(s) of tract
sand
e. Vegetation on tract palmetto, la,,gn grasses, shrubs,
vines
f. lylan-made features now on tract bridge
g. tilihat is the CA"YIA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
x Developed Community
Rural Other
h. How is the tract zoned by local government?
No zoning
i. How are adjacent waters classified?
SA
j. Has a professional archaeological survey been
carried out for the tract? no If so,. by whom?
X91
. A
100ON •° AdOO
UPLAND DEVELOPMENT
'omplete this section if the project includes any land
evelopment.
Type and number of buildings, facilities, or
structures proposed one 18 x1114" aluminum
structural p ate pipe arch
Number of lots or parcels N/A
Density (Give the number of residential units and the
units per acre.) N/A
L 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 ppavement, buildings, rooftops.
net increase
g. List the materials, such as marl, paver stone, asphalt,
or concrete, tN/bAe used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). 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 pro vide new access.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/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).
Access channel
(MI.W) or (NWL)
Boat basin
excavation fo
Other (ial--pipe
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland Fill west
areas east
Length Width Depth

+/-35' 18' +/-0.5'
+/- 35' +/- 40
100' avg
100' avg 25' avg
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?
no
e. High ground excavation, in cubic yards
none
. 7
IOOON - AdOJ
Dimensions of spoil disposal area
upland site not yet riatarmi Hari
Location of spoil disposal area unknown
'L Do you claim title to the disposal area? 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
'.t. Will the fill material be placed below mean high
water? yes
1. Amount of fill in cubic yards +/- 160 cubic ards
^.. Type of fill material
sand
r.. Source of fillmaterialdredge spoil dis_oosal area
located at south side of Hatteras Ferry
Will fill material be placed on marsh or other
wetlands? NO
?. Dimensions of the wetland to be filled
N/A
c. How will excavated or fill material be kept on site
and erosion controlled?
Sheet piles and standard NCDOT erosion
control measures
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? ..crane pile dri var hPr( hen
dumptruck, etc. T
s. Will wetlands be crossed in transporting equipment
to project site? n_ If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
sheet pile
a. Length of bttlk33ead?8tti-gra?4 +/ - 20 each
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Typc of bulkhead material steel sheetpile with special
e. -Amount of fill, in cubic yards, to be placed below
mean high water N/A'
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
12 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.
b. Average distance waterward of mean high water or
normal waterlevel N/A
1000N - AdOJ
Name See enclosed sheet'
Address
Name see enclosed sheet
Address
Name see enclosed 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.
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project
This is the day of 19 93
X
Landown or Authoriagent 0 'nom
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).
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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-N.C. DEPT. OF TRANS.
DIVISION OF HIGHWAYS
'HYDE CO.
OVER OYSTER CREEK
JULY 1993
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DIVISION OF HIGHWAYS
HYDE CO.
OVER OYSTER CREEK
JULY 1993
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