NCDOT 66-96 Oyster Creek

Permit Class
Permit Number
NEW
X
66-96
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and
Coastal Resources Commission
hermit
for '�•� %_.'t_ru U l-S_J
Major Development in an Area of Environmental Concerned ----------
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N_C_ Dept_ of Transportation, P.O. Box 25201, Raleigh- NC 27611
authorizing development in Hyde County at canal connected to Oyster Creek on SR 1128 near
Swan Quarter , as requested in the per minee's application damd3/21/96 including attached workplan
drawings, 3 dated revised Feb. 1996.
This permit, issued on MAY 8 1996 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, 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.
Excavation and Fill
1) In order to protect juvenile shrimp and fin fish populations, no excavation or filling will be permitted
between March 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
2) All fill material will be clean and free of any pollutants except in trace quantities.
3) The fill material to be used as backfill over the culvert will be totally confined behind the permitted
head walls.
This permiLaction 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 31.1999
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.
u;r— Roger . Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

N.C. Dept. Of Transportation Permit #66-96
Page 2 of 2
ADDITIONAL CONDITIONS
4) The temporary placement or double handling of excavated or. fill material within waters or
vegetated wetlands is not authorized.
5) No excavated or fill material will be placed at any time in any vegetated wetlands or surrounding
waters outside of the alignment of the fill area indicated on the workplan drawings.
6) All excavated materials shall be confined above mean high water and landward of any wetlands
behind adequate dikes or other retaining structures to prevent spill -over of solids into any
wetlands or surrounding waters.
Sedimentation and Erosion Control
7) Silt screens shall be placed upstream and downstream of the area of excavation prior to initiation
of construction, and shall remain in place until all construction activities have been completed.
8) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain
erosion within thirty days of project completion.
General
9) The culvert invert shall be installed one foot below normal stream bed elevation to allow for
unimpeded fish passage.
10) The permittee and his contractor shall meet with a representative of the Division of Coastal
Management prior to project initiation.
NOTE: The N.C. Division of Environmental Management has assigned the proposed project
DEM Project No. 951304.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit
No. 198200031 (COE Action Id. No. 199601149) which was issued on 1/3/96.

State of North Carolina
C-partment of Environment,
i -'th and Natural Resources
DM of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
Mr. Franklin Vick
Planning & Environmental Branch
NC Dept. of Transportation
P. O. Box 27687
Raleigh, NC 27611
Dear Sir:
1. 00
EDEHNR
April30, 1996 O
(I MAY 0 g 19%
deftnenowwaawwwwwwwft
This letter is with reference to your application for a Coastal Area Management Act
Major Development permit to carry out construction on property located adjacent Oyster Creek on
SR1128, in Hyde County. Although processing of the application is nearing completion, additional
time is needed for this office to complete the review and make a decision on your request.
Therefore, it is necessary that the standard review time be extended. An additional 75 days is
provided by G.S. 113A-122(c) which would make July 10,1996 the new deadline for reaching a
decision on your request. However, we expect to take action prior to that time and will do so as soon
as possible. In the interim, if you have any question on the status of your application, do not hesitate
to contact this office.
Very sincerely,
Doug Huggett
Asst. Permits Coordinator
DH/aw
cc: Jeff Shaffer
DCM-Washington' /
DCM-Morehead CityV
P.O. Box 27687, �� FAX [phone]
� C An Equal OpportunMy/Aiflrmative Action EmployerRaleigh, North Carolina 27611-7687 N r
Voice 919-733-2293 50% recycled/10% post -consumer paper

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APPLICATION TRANSaTM/PROCESSING RECORD ✓1"'
A) Applicant: _N.C. Department of Transportation County: Hyde
Location of Project: Bridge #28 over a canal connected to Oyster Creek on SR 1128
near Swan Quarter
Date Application Received Complete by Field: 15 December 1995
Field Recommendation: Attached X To be Forwarded
Consistency Determination: Attached To be Forwarded X
Field Representative: J. Schaffer p- �-- District Office: Washington
District Manager Review:
T
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:
Permit Final Action: Issue Deny
Fed. Comments Rec'd on
Draft on
AGENCY
DATE COMMENTS
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 & History
Div. of Env. Health
Div. of Highways
Wildlife Resources Commission
Div. of Water Resources
Div. of Marine Fisheries
"��'

�IC'l�Ilnr� �j
MEMORANDUM InDAPR 2'3 1996
aNwuawwaawas..4aifw
TO: r A 6 0 Jeff Schaffer B
John Crew
DATE: /\ 15 April 1996
NC DOT Proposal to Replace Existing Bridge with Culvert - SR 1128 -
Hyde County
This is a modification of a NC DOT proposal submitted 15 December 1995. The only
difference in this modification and the original is using one corrugated box culvert rather than
three. I can offer no additional information concerning consistency with the CRC certified Hyde
County Land Use Plan, so please refer to my December 28, 1995 memo on this proposal.
cc: John Parker
Aston Pate

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 Apt 15, 1996
Mr. H. Franklin Vick
NC Dept. of Transportation
Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611
Dear Mr. Vick:
[D FE PI
APR 2 3 IDh
rrw«.. • r.....c+aa..w..w
The Division of The Division of Coastal Management hereby acknowledges receipt of the
modified permit application for the proposed replacement of bridge 28 on SR 1128 over a canal
connected to Oyster Creek in Hyde County. This information was received on April 10, 1996, on
which date the processing of your application for a Coastal Area Management Act (CAMA)
permit was renewed. The projected deadline for making a decision on your application is now
April 26, 1996.
An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated
above, you should consider the review period extended. Under those circumstances, this letter
will serve as your notice of extended review. However, an additional letter will be provided on or
about the 75th day.
A field report has been prepared and is in the process of being circulated to the various
state and federal review agencies for their comments. If additional information is required based
on this review, the Division or other agencies may contact you directly. Please feel free to contact
me at [phone] should you have any questions concerning this matter.
Sincerely,
51114
Doug Huggett
Assistant Major Permits Coordinator
cc: DCM-Morehead City
DCM-Washington
P.O. Box 27687. Rdeigh. North Carolina 27611-7687 Telephone [phone] FAX [phone]
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Modified Application
n
DIVISION OF COASTAL MANAGEMENT U
FIELD INVESTIGATION REPORT n APR 1 5 1996
1. APPLICANT'S NAME: NC Dept. of Transportation
)�`'Aualzou6i�u
43008"64dYd•8482666�
2. LOCATION OF PROJECT SITE: Hyde County on SR 1128 over a canal connected to Oyster Creek
near Swan Quarter.
Photo Index - 1989: NA 1984: H8
State Plane Coordinates - X: 2,801,200 Y: 608,400 (Swan Quarter Quad Lower Left Corner)
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/24/95-
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 12/15/95 Modified App. Received - 4/10/96
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Community - Land; Conservation - Water
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
h
Planned - A/A
(F) Type of Structures: Existing - Bridge and boat house
Planned -Aluminum Box Culvert
(G) Estimated Annual Rate of Erosion: N/A
Source -
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
1,800 ft2
1,800 ft2
1,440 ft2
(Canal Bottom)
(Shaded)
(C) Other
1,800 ft2
1,920 ft2
(High Ground)
(D) Total Area Disturbed: f.09 acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: The applicant is proposing to replace an existing bridge with a corrugated,
anodized aluminum box culvert and remove an existing boat house adjacent bridge in the same canal.

NC Department of Transportation
Modified Bridge #28 Replacement Project
Swan Quarter, Hyde County
Project setting
The NC Department of Transportation's (NCDOT) proposed bridge replacement site is
located on SR 1128 at Bridge No. 28 crossing an unnamed canal at its confluence with Oyster Creek
near Swan Quarter in Hyde County, North Carolina Bridge #28 measures ±32 ft long by 26 ft wide
with f 1.2 ft of clearance between the bottom of the bridge and the w_ater's surface. The width of the
canal in the project area is ±28 ft. A fish house is situated along Oyster Creek near the bridge to the
southwest. The areas immediately adjacent the bridge are primarily vegetated with fescue and
Bermuda grass with some Spartina patens interspersed throughout. Oyster Creek is classified as SA
ORW waters by the Environmental Management Commission. Oyster Creek is designated as
Coastal Waters and a Primary Nursery Area (PNA) by the NC Division of Marine Fisheries.
Although this area is designated as a PNA, it is closed to shell fishing.
Project description
NC DOT's proposal is to replace Bridge #28, which is described above. The project as
proposed is to muck out or undercut an area approximately 60 ft x 30 ft and then fill the same area
to provide a bedding surface for the installation of a 24 ft wide by 60 ft long aluminum box culvert.
Prefabricated aluminum head walls are proposed at each end of the culvert to retain the fill and for
shoreline stabilization. The area of the proposed excavation and filling below normal water level
would affect approximately 1,800 ftz of canal bottom. The area of adjacent high ground proposed
to be excavated is approximately 30 ft wide by 60 ft long (1,800 ftz) while the applicant will fill an
area approximately 32 ft wide by 60 ft long (1,920 ft) for the roadway embankment. The spoil
material associated with the mucking out activity will be transported to a high ground disposal site.
Anticipated impacts
NC DDT's proposed project would result in the excavation and backfrll of approximately
1,800 ft' of canal bottom to create a bed for,the proposed box culvert. The culvert would shade a
1,440 ft' area of canal bottom and reduce the width of the canal by approximately 3 ft. The total area
of high ground that would be disturbed is f1,920. Localized turbidity will occur as a result of the
mucking out and filling activities.
Jeffrey R. Schaffer
Washington Office
10 April 1996

State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Coastal Management
James B. Hunt, Jr., Governor r�
Jonathan B. Howes, Secretary E H N F1
Roger N. Schecter, Director
MEMORANDUM
TO: '
John Parker
THROUGH:
Terry Moore %
FROM:
Jeff Schaffer jps =
DATE:
10 April 1996
SUBJECT:
NCDOT Modified Major Permit Application to Replace Bridge #28
NCDOT has submitted a modified major application to replace Bridge #28 located on SR
1128 crossing an unnamed canal at its confluence with Oyster Creek near Swan Quarter in Hyde
County, North Carolina. NCDOT modified their original application from 3 aluminum arch culverts
to a single box culvert due to concerns raised by the NC Division of Marine Fisheries. After
reviewing Subchapter 7H.0206, .0207, .0208, and .0209, I conclude that the proposed bridge
replacement, as modified, is consistent with these AEC guidelines. I recommend issuance of the
permit with the following conditions:
A silt screen will be placed downstream of the proposed area to be excavated and a 24 hour
period will elapse following excavation prior to removal of the silt screen to prevent
unnecessary siltation downstream of the activity.
2. All 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.
3. The fill material to be used as backfill cover over the culvert and which will be placed below
normal water level will be confined behind the permitted head walls.
4. The temporary placement or double handling of excavated of fill materials within waters or
vegetated wetlands is not authorized.
5. No excavated or fill material will be placed at any time in any marsh or surrounding waters
outside of the alignment of the fill area indicated on the work plats.
6. All excavated materials will be confined above mean high water and landward of regularly
or irregularly flooded marsh behind adequate dikes or other retaining structures to.prevent
spill -over of solids into any marsh or surrounding waters.
7. Prior to the commencement of excavation activities, the spoil disposal area must be inspected
and approved by a representative of the ,Division of Coastal Management.
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
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John Parker
10 April 1996
Page 2
Prior to any construction activities, the applicant is required to arrange for a preconstruction
conference to discuss conditions of the permitted activity.
9. 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 project without having the permit transferred to a third party.
10. Future development or changes in the proposed replacement structure at the project site may
require a modification of this permit. Contact a representative of this Division at (919) 946-
6481 prior to commencement of any such activity for this -determination.

. . -
Kcvd wa. o
S'RS
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX25201, RALEIGH, N.0 27611-5201
March 25, 1996
Mr. Terry Moore, Field Office Manager
North Carolina Department of Environment,
Health and Natural Resources
Division of Coastal Management
1424 Carolina Avenue
Washington, North Carolina 27889
ATTENTION: Mr. Jeffrey Schaffer, Coastal Field Representative
Dear Mr. Moore:
GARLAND B. GARRETT JR.
SECRETARY
RE. Proposed Replacement of Bridge No. 28 on SR 1128 in Hyde County: Request
for Modification to CAMA Permit Application/Resumption of Permit Processing Clock
The Department of Transportation (Department) has completed an alternate design for the
subject bridge maintenance project in Hyde County. Enclosed are revised MP-1 and MP-5
application forms and a set of drawings depicting the new design, a corrugated, anodized
aluminum box culvert (in lieu of a pipe arch).
Note that the proposed box culvert will provide for almost the same water column cross-
section as the existing bridge. The only difference is that approximately 5.5 feet of shallow water
(<1.0 feet deep) habitat, measured at normal water elevation, will be eliminated by replacing the
bridge with the box culvert. As can be seen on sheet 3 of 3 of the attached drawings, the floor of
the box culvert will be countersunk to provide for a natural stream bed.
The Department requests that, upon receipt of the revised application packet and related
documents, the processing clock that was placed in abeyance on/about February 9, 1996 be
reinitiated. If you have any questions or concerns, please call Mr. M. Randall Turner at
[phone].
Sincere
�j1G'�
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
.Enclosures
cc: Mr. John Parker

Form DCM-MP-1
RCvd WaRc7
4/tv/u BY JVS
APPLICATION
(To be completed by all applicants)
I. APPLICANT
b. City, town, community or landmark
Swan Quarter
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 25201
City Raleigh State N.0
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name H. Franklin Vick P.E. Mgr P&E Branch
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611-5201 Day Phone [phone]
Fax [phone]
c. Project name (if any) Replacement of Bridge # 28
NOTE: Permit will be issued in name of landowner(s),
and/orproject name.
2. LOCATION OF PROPOSED
PROJECT
a. County Hyde
c. Street address or secondary road number
SR 1128
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Oyster Creek
3. DESCRIPTION AND PLANNED USE '
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace existing_ bridge with an aluminum box
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operation's of proposed
project. If more space is needed, please attach
additional pages. Public Transportation: Highway
crossing of Oyster Creek; Standard Construction
Methodologies

4"
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual. lot(s).NIA :.
c. Approximate elevation of tract above MHW or
NWL +/- E13.0 ft (USGS);+/- 498 ft assumed datum
d. Soil type(s) and texture(s) of tract
Mapped as Backbav and Pungo Muck: some sand
e. Vegetation on tract Upland herbaceous on road
causeway
f Man-made features now on tract Bri e/boathouse
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan)
X Conservation _ Transitional
Developed _ Community
X Rural Other .
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the
applicable zoning? —Yes No N/A
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? _ Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? _ Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, i(available)
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff from culvert crossing and
gWroad-lway
o. Describe existing drinking water supply source.
NIA
f;
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with stateapplicationonly) or
other instrument under which the applicant claims
title to the affected properties. 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.
a An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guideagency personnel unfamiliar with the area to the

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
CA Stormwater Certification, if one is necessary.
®A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as, proof that such owners
have received a cony of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. upon signing this form, the applicant
further certifies that such notice has been provided.
Name Harrv. Glenn 8- Odessa W. Jonas
Address Rt. 1 Box i75
Phone Swan Ouarter. N.C. 27885
-Name Elaine G. Sadler
address Box 97
Phone Vandemere. N.C. 28587
Name William F. Williams
Address Rt. 1 Box 63
Phone Swan Quarter. N C 2788�
f A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee. and issuing dates.
e A check for S250 made payable to the Department of
Environment, Health, and Natural Resources
(DEMINR) to cover the costs of piocessina the
application. V
m A signed AEC hazard notice for projects in
oceanfront and inlet areas.
® A statement of compliance with the N.C,
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds. or use of public lands, attach a statement
documentima compliance with the North Carolina
Environmental Policy Act.
6. CERTIFIC'4TION AND PERMISSION
TO ENTER ON LAND
I understand that 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
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I 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 the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 21 day of March 19 90
Print Name H. Fra =n Vicl-
Simature
Lan dowi orAutior&edAgent
Please indicate attachments pertaining to your proposed
project.
DCM NIP-2 Excavation and Fill Information
_ DCNI \IP-3 Upland Development
DCM IMP-4 Structures Information
Y DC\M N4P-5 Bridges and Culverts
DCM MP-6 Marina Deveiopment
NOTE. Please si�-;l and date each attachment In the
space provided at the bottom of eaeli torm.

Form DCM-MP-5
;'� G Lii A
e N
rt Y
CULVERTS
Attach this form to Joint Application for CAt%tA 1,12ior
Permit, Fomt DCM-\IP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
I. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at L'II W or
NWL .
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(11 Length of existing bridge
(21 Width of existing bridge
(1) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes.
(1) Length of existing culren
(3) Width of existing culvert
(3) Height of the. top of the existing culvert above
the %I PN or \ln
(4) Will all, or a part of, the existing culvert be
removed" (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow^
_ Yes _ No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? _ Yes _ No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters^ _ Yes _ No
If ves, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
_ Yes _ No -
If yes, please provide record of their action.

For DCM-11-IP-5
2.
CULVERTS
J. Will the proposed culvert affect existing navigation
potential'? _ Yes X No
If yes, explain .
a.
Water body in which culvert is to be placed
Canal, a tributary to Ovster Creek
b.
Number of culverts proposed 1
3. EXCAVATION AND FILL
a
Type of culvert (construction material, style)
a. Will the placement of the proposed bridge or culvert
Anodized Aluminum box culvert (corrugated)
require any excavation below the NUMI or
_'MIL?
X Yes No Kled:e. 4101 ,
d.
Will proposed culvert replace an existing bridge?
p p p bridge?
d
If yes, 3O oil ya:
(1) Length of area to be excavated +!- sr ft Iw� R
X Yes _ No
(2) Width of area to be excavated 60 ft
It yes,
(3) Depth of area to be excavated 6.0 ft
(1) Length of existing bridge 31.7 ft
(4) Amount of material to be excavated in cubic
(2) Width of existing bridge 26 ft
yards +I- 440 cu vds
(3) Navigation clearance underneath existing
y
bridge 1.2 ft (vert): +/- 28 ft (horiz)
b. Will the placement of the proposed bridge or culvert
(4) Will all, or a part of the existing bridge be
require any excavation within: No
removed? (Explain) All of existing bridge to
_ Coastal Wetlands SAVs Other Wetlands
be removed _
_ _
If yes,
((1) Length of area to be excavated
e.
Wi11 pinculvert replace an existing culvert?
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
_ Yeses Y No
yards
If yes.
(1) Length of existing cuh'ert
c. Will the placement of the proposed bridge or culvert
(2) Width of existing culvert
require any highground excavation?
(3) Height of the top of the existing culvert above
y
X Yes No
the NERV or IN INI
_
If yes,
(4) Will all, or a part of, the existing culvert be
V
(1) Length of area to be excavated -r'- 30 ft
removed? (Explain)
(2) Width of area to be excavated +1-60ft x 3ft
(3) Amount of material to be excavated in cubic
yards +j- 200 cu vds
f.
Length of proposed culvert +i- 60 ft (average length)
d. If the placement of the bridge or culvert involves any
g.
Width of proposed culvert 24 it
excavation, please complete the following:
(1) Location of the spoil disposal area
h.
Height of the top of the proposed culvert above the
Upland site to be determined
(2) Dimensions of spoil disposal area
NETT' or NA L .1.2 8
see d. (1)
i.
Will the proposed culvert affect existing water flow?
(3) Do you claim title to the disposal area?
_ Yes X No
Yes No see d. 1)
If yes, explain
_ _
If no. attach a letter granting permission from
—
the opener.

Form DCM-MP-S
(4) Will the disposal area be available for future
maintenance? _ Yes No see d. 1)
(5) Does the disposal area include any coastal
wetlands (marsh), SAV s, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above. seed. (1)
(6) Does the disposal area include any area below
the 1 UMI or I\TWL?. Yes X No
If yes, give dimension if different from INo. 2
above. see d. (1)
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHLVorNWL? X Yes NO
If yes,
(1) Length of area to be filled -i- 60 ft
(2) Width of area to be filled 27 ft
(3) Purpose of till backt711 for box culvert
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands SAVs Other Wetlands
If yes, NO
(1) Length of area to, be tilled _
(2) Width of area to be filled
(3) Purpose of till
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be tilled 60 ft
(2) Width of area to be filled 32 ft
(3) Purpose of till Roadway Embankment
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? _ Yes X No
If yes, explain in detail None anticipated
c. Will the proposed project require the construction
of any temporary detour structures?
_ Yes X No
If yes, explain in detail done anticipated
d. Will the proposed project require any work
channels'? Yes X No
If yes, complete Form DCM-\NLT-2
e. How will excavated or till material be kept on site
and erosion controlled? Stringent application of
NCDOT7s BTvIl's for the Protection of Surface
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe. trucks. etc.
g. Will wetlands be crossed in transporting equipment
to project site? —Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the. placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes '`To
If yes, explain in detail Proposed headwalls at both
ends of culvert will stabilize backfills
NCDOT- . Franklin "'c P.E.'17
q
t r Ject t\ae -
March 21. 1996
Date

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?North Carolina
Depafanen[ of Transportation
Division ofm-41ways
County: Hyde
Quad: Swanquarter
Basin: Tar -Pamlico
Project: Replace Eddee =?3 on
SR 11'3 Over Canal
Date: 09 / 20 / 95 .
VicinityMap
Sheet 1 of 3

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TOTAL FILL=']93C.Y.
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REVISED FES. '9L, 1
N- i,- GP V I .
()I. TRiVI
DIVISION OF
1-I1(lHWAY3
HYDE COUNTY
31RG. i# 2:E ON
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ov.,-- ; CANAL
�FI[_L•T 3 1i1= 3
:Ui3-.95

Return to: W. D. Ferguson, Division R/W Agent
N. C. Department of Transportation
Right of Way Branch, P.O. Box 748
Ahoskie, North Carolina 27910
RIGHT OF WAY AGREEMENT
STATE OF NORTH CAROLINA PARCEL 001
COUNTY OF Hyde PROJECT 6.0821
TOWNSHIP OF Swan Quarter SECONDARY ROAD 1128-0yster Creek Road
/tMr5 1-( r t+rQgn✓S
the undersigned owners of that certain property described In Deed Book 1'Str at Pago L 7.3. in the Register of
Deeds Office of Hyde County, and bounded by
recognizing the benefits to said property by reason of the ,construction of the proposed_ highway development, and it
consideration of the bonstruction of said project, hereby grants to the Department of Transportation, the right of way as
herein described -and releases the Department from all claims for damages by reason of said right of way across the lands.
of the undersigned, and of the past and future use thereof by the Department, its successors and assigns, for all purposes
for which the Department is authorized by law to subject such right of way; said fight of way being the width Indicated am
across said property as follows:
60 Ft In width measured 30 Ft on each side of the centerline of the road, said centerline to be located
by the Department and the construction or improvement of said road shall constitute the selection of sold centerline; am
such additional widths as might be necessary to provide for cut and fill slopes, sedimentation control and drainage of road.
It is understood and agreed that the 60 Ft right of way herelnabove referred to has been staked upon the
ground and the centerline of the road Is located in the center of the right of way stakes. 'The undersigned property owners
further agree not to erect any structures, including masonry mailboxes, masonry driveway headwalls, any fencing, etc., o
engage in cultivation within the right of way granted heroin except as approved by the North Carolina Department o
Transportation pursuant to G.S. 130.93 and N.C. Admin. Code t1gA, c02E.D404.
It Is further understood and agreed that should circumstances, conditions, or actions by the North Carolina Departmen
of Transportation delay or delete the proposed Improvement of said road, that the right of way granted herein shall remait
until such time as released by the North Carolina Department of Transportation.
It is further understood and agreed that the 15' X 20' Frame Boat House is to be removed to clear the right of way folr,
the sum of S SOFA • 0 D dollars which will be paid to the undersigned upon clearing of the right of way, jjll
There are no conditions to this agreement not expressed herein. The undersigned hereby covenant and warrant the
they are the sole owners of said property; that they solely have the right to grant this right of way, and that they will foreve
warrant and defend the title to the same against the lawful claims of all person whomsoever.
IN WITNESS WHEREOF, we have hereunto set our hands and affixed our seals this the S' day of
NORTH
(SEAL) �Z/n,-y1_ A AUvr�.. ,g./ (SEAL)
(SEAL) ✓� MES H. GURGANIJ
(SEAL)
COUNTY
a Notary Public of the County and State aforesaid, certify that
"KAN I VKS, personany appeareo oerore me this clay angAknowler
Witness my hand and official stamp or seal, this the S day of
My Commission Expires:
The foregoing Certificate (a) of
Is/are certified to be correct This Instrument and this certificate are duly registered on the day of
19 , in Book Page at o'clock M.
REGISTER OF DEEDS FOR - COUNTY.
BY: DeputylAssistant - Register of Deeds.

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
MEMORANDUM
AF1 � '•
EDFEE HNF1
TO: Raleigh Bland, US Army Corps of Engineers, Washington Field Office
FROM: _ Jeff Schaffer, Division of Coastal Management, Washington Regional Offices
DATE: 10 April 1996 —
SUBJECT: NCDOT Modified Major Permit Application to Replace Bridge #28
NCDOT has submitted the attached modification to their CAMA/D&F application to
replace Bridge #28 located on SR 1128 cro9sing an unnamed canal at its confluence with Oyster
Creek near Swan Quarter in Hyde County, North Carolina. NCDOT has modified their original
application from 3 aluminum arch culverts to a single box culvert due to concerns raised by other
review agencies. If you have any questions, please call me at [phone], ext. 299.
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
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MEMORANDUM
TO: Jim Mulligan
Deborah Sawyer
FROM: Jeff Schaffer —�r7
DATE: 19 December 1995
SUBJECT: Modified Application for CAMA Major Permit and/or Dredge & Fill Permit
N.C. Department of Transportation
Bridge No. 28 —
Hyde County, North Carolina
Attached is'a modified application for a CAMA Major and/or a Dredge & Fill permit which was
received by me on 10 April 1996. I am considering this modified application complete, have
acknowledged receipt, and have resumed processing.
If you have any questions do not hesitate to contact me.

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
February 19, 1996
Mr. H. Franklin Vick
Planning and Environmental Branch
N. C. Department of Transportation
P.O. Box 25201
Raleigh, N.C. 27611-5201
Dear Mr. Vick:
If
AVI 3
�EHNF11
I
Fa u 2 1'q%, lit
This letter acknowledges your February 9, 1996 request for a temporary abeyance of the
processing of the Coastal Area Management Act (CAMA) permit application for the proposed
replacement of bridge #28 on SR 1128 in Hyde County. In accordance with your request,
processing of your application will be halted until such time as a request to renew processing is
received by this office. As required by T15A:07J.0204(d), during the pendency of any suspension
of processing, the permit processing period will not run.
If you have any questions concerning this matter, please feel free to contact me at (919)
733-2293, P.O. Box 27687, Raleigh, N.C. 27611.
Sincerely,
Doug Huggett
Assistant Major Permits Coordinator
cc: Jeff Schaffer, DCM - Washington
DCM - Morehead City
P.O. Box 27687, Rdeigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
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!'r—yr—'1 to
JP1r� �' � 3
3
O: Jeff Schaffer
�1 FROM: John Crew 1
DATE: December 28, 1995
SUBJECT: Replacement of Existing Bridge with Three Culverts- Hyde County
State Road 1128 over a Canal Connected to Oyster Creek near
Swan Quarter
This proposal involves the replacement of an existing bridge with 3 culverts and the
removal of an existing boat house at the above referenced location. Estuarine waters, shorelines,
public trust areas AEC's are involved and, the water body is also a PNA and ORW.
The proposal comes under the auspices of the May 1992 CRC certified Hyde County
Land Use Plan which offers the following limited guidance on proposals of this type.
' Considerable discussion on AEC's is included on pages 1-43, 1-46 and note the
high importance the state places on their protection.
County policy on commitment to state and federal programs (Page IV-13) notes
the county `will continue to fully support ... the N. C. DOT road and bridge
improvement programs, the CAMA planning process and permitting programs..."
The landward portion of the proposal is in the community land class as noted on
the land classification map (Page III-3) This class calls for limited development
where limited services are provided to support this localized development, (Page
III-1). The waterward portion is by definition (Page 1II-2) in the conservation
class and within AEC's ,the county supports all uses permitted by 7H.
My opinion is if this proposal can be accomplished within existing AEC standards, it
would not be inconsistent with the 1991 Hyde County LUP update.
CC: Xreston Pate
John Parker

N.-
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: NC Dept. of Transportation
2. LOCATION OF PROJECT SITE: Hyde County on SR 1128 over a canal connected to Oyster Creek
near Swan Quarter.
Photo Index - 1989: NA 1984: H8
State Plane Coordinates - X: 2,801,200 Y: 608,400 (Swan Quarter Quad Lower Left Corner)
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/24/95
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 12/15/95
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Community - Land; Conservation - Water
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - A/A
(F) Type of Structures: Existing - Bridge and boat house
Planned - Culverts
(G) Estimated Annual Rate of Erosion: N/A
Source -
7
HABITAT DESCRIPTION:
[AREA]
DREDGED FTT,T.FT) nTUFu
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
2,100 ft2
2,100 ftz
(Canal Bottom)
(C) Other
2,100 ftz
(High Ground)
(D) Total Area Disturbed: f.05 acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: The applicant is proposing to replace an existing bridge with 3 culverts and
remove an existing boat house adjacent bridge in the same canal.

NC Department of Transportation
Bridge #28 Replacement Project
Swan Quarter, Hyde County
Project setting
The NC Department of Transportation's (NCDOT) proposed bridge replacement site is
located on SR 1128 at Bridge No. 28 crossing an unnamed canal at its confluence with Oyster Creek
near Swan Quarter in Hyde County, North Carolina. Bridge #28 measures ±32' long by 26' wide
with f2.5' of clearance between the bottom of the bridge and the water's surface. A t12' wide by
f 14' long boat house is situated on the downstream side of the existing bridge and sits approximately
5' from the bridge along the east side of the canal. A fish house is situated along Oyster Creek near
the bridge to the southwest. The areas immediately adjacent the bridge are primarily vegetated with
fescue and Bermuda grass with some Spartina patens interspersed throughout. Oyster Creek is
classified as SA ORW waters by the Environmental Management Commission. Oyster Creek is
designated as Coastal Waters and a Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries. Although this area is designated as a PNA, it is closed to shell fishing.
Project description
NC DOT'S proposal is to replace Bridge #28, which is described above. The project as
proposed is to muck out or undercut an area approximately 70' X 30' and then fill the same area to
provide a bedding surface for the installation of three 95" (or 7.9') wide by ±67' long metal culverts.
Head walls are proposed to retain the fill and for shoreline stabilization on the adjacent canal banks.
The area of the proposed excavation and filling consists of approximately 2,100 ft2 of canal bottom.
The spoil material associated with the mucking out activity will be transported to a high ground
disposal site.
Anticipated impacts
NC DOT's proposed project would result in the excavation and backfill of approximately
2,100 ftz of canal bottom to create a bed for the proposed culverts. Localized turbidity will occur
as a result of the mucking out and filling activities.
Jeffrey R. Schaffer - Washington Office - 19 December 1995

-State of North Carolina
Department of Environment, 70
Health and Natural Resources •
Division of Coastal Management 1
James B. Hunt, Jr., Governor�p�
Jonathan B. Howes, Secretary C) FEEH N
Roger N. Schecter, Director
MEMORANDUM
TO: John Parker
THROUGH:.Terry Moore 714
FROM: Jeff Schaffer v-,Py
DATE: 19 December 1995
SUBJECT: NCDOT Major Permit Application to Replace Bridge #28
After reviewing Subchapter 7H.0206, .0207, .0208, and .0209, I conclude that the proposed
bridge replacement is consistent with these AEC guidelines. I recommend issuance of the permit
with the following conditions:
A silt screen will be placed downstream of the proposed area to be excavated and a 24 hour
period will elapse prior to removal of the silt screen to prevent unnecessary siltation
downstream of the activity.
2. All 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.
3. The fill material to be used as backfill cover over the culverts and which will be placed
below normal water level will be confined behind the permitted head walls.
4. The temporary placement or double handling of excavated of fill materials within waters or
vegetated wetlands is not authorized.
5. No excavated or fill material will be placed at any time in any marsh or surrounding waters
outside of the alignment of the fill area indicated on the work plats.
6. All excavated materials will be confined above mean high water and landward of regularly
or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent
spill -over of solids into any marsh or surrounding waters.
7. Prior to the commencement of excavation activities, the spoil disposal area must be inspected
and approved by a representative of the Division of Coastal Management.
8. Prior to any construction activities, the applicant is required to arrange for a preconstruction
conference to discuss conditions of the permitted activity.
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
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John Parker
19 December 1995
Page 2
9. _ 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 project without having the permit transferred to a third party.
10. Future development or changes in the proposed replacement structure at the project site may
require a modification of this permit. Contact a representative of this Division at (919) 946-
6481 prior to commencement of any such activity for this determination.

STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT JR. DMSION OF HIGHWAYS
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201
December 7, 1995
Mr. Jeffrey R. Schaffer, Field Representative
N.C. Department of Environment, Health,
and Natural Resources
Division of Coastal Management
Washington Field Office
P.O. Box 2188
Washington, N.C. 27889-2188
Dear Mr. Schaffer:
GARLAND B. GARRETT JR.
SECRETARY
Re: Proposed Replacement of Bridge No. 28 on SR 1128 in Hyde County
On/about September 29, 1995 the North Carolina Department of Transportation
(NCDOT) submitted a CAMA Major Development Permit application for the proposed
replacement of bridge # 28 in Hyde County. A permit was required, because the
unnamed tributary to Oyster Creek at the site of bridge # 28 was determined to be an
Area of Environmental Concern per Administrative Code Subchapters 7H.0206/.0207.
On October 20, 1995 the Division of Coastal Management (DCM) returned the
application due to discrepancies in the information provided. Corrections have been
made to the application as recommended in DCM's October 20th letter. The revised
MP-1 and MP-5 applications and accompanying drawings are attached. Riparian
landowner notification verifications are also provided.
It is requested that this revised application be processed as soon as possible to
enable the Bridge Maintenance program to upgrade the existing, functionally obsolete
structure in the near future.
If you have any questions or comments please call Mr. M. Randall Turner at
[phone] (office), or at [phone] (cell phone).
Sincerely, _D
F anklin' Vick P.E. Manager
9
Planning & Environmental Branch
HFV/mrt

Page 2,
December 7, 1995
Mr. Schaffer
Enclosures
cc: John Parker, Permit Coordinator, DCM
Jimmy Lee, P.E., Bridge Maintenance Unit
D.R. Conner, P.E., Division Engineer
M. Randall Turner, Division Environmental Officer

Forin DCM-MP-1
JTCCPJ(d al(OYApJe+c 11,11sllls
4 cam
z
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
a. Landowner: Swan Ouarter
Name N. C. Department of Transportation
Address P.O. Box 25201
City Raleigh State Mc
Zip 27611-5201 Day Phone [phone]
Fax [phone]'
b. Authorized Agent:
Name H. Franklin Vick. P.E. ivLr. ME Branch
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611-5201 Day Phone [phone]
Fax [phone]
C. Project name (if any) Replacement of Bridge # 28
NOTE: Permit will be issued in name of landowner(s),
and'o"Project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Hyde
c. Street address or secondary road number
SR 1128
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Oyster Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace existing bddae with arch pipes
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Public Transportation: Hi6wav
crossin¢ of Oyster Creek; Standard Construction
Methodologies

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL +/- E13.0 ft (USGS)'+/- 498 ft assumed datum
d. Soil type(s) and texture(s) of tract
Mapped as Backbay and Puneo Muck some sand
e. Vegetation on tract Upland herbaceous on road
causeway
f. Man-made features now on tract Bridge/boathouse
g. What is the CAMA Land Use Plan land
classification of the site? (Con suit the local land use
plan.)
X Conservation
Developed
X Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the
applicable zoning? _ Yes No N/A
(Attach zoning compliance ceifiixate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? _ Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? _ Yes X No
Coastal (marsh) _ Other
If yes, has a delineation been conducted?
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff from pipe crossing and approachwav
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following 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 properties. 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 pennission
from the owner to carry out the project.
© An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by I I" 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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agencys use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guideagency personnel unfamiliar with the area to the

Form DCM-MP-1
site. ' Include highway or secondary road (SR)
numbers, landmarks, and the like.
CA Stortnwater Certification, if one is necessary.
®A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Ham. Glenn & Odessa W. Jorres
Address Rt. 1 Box 575
Phone Swan Quarter, N.C.27885
Name Elaine G. Sadler
Address Box 97
Phone Vandemere, N.C. 28587
Name William F. Williams
Address Rt. 1 Box 63
Phone Swan Quarter_ N.C. 27885
9 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 S250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHATRI to cover the costs of processing the
application.
o A signed AEC hazard notice for projects in
oceanfront and inlet areas.
O A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that 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
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certifv 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 the
project.
I further certifv that the information provided in this
application is truthful to the best of my knowledge.
This is the ! � day of . ��, 19
Print Name'I Yl�m V"ick P. .
Signature
andowner orAuthor&ed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM IAP-4
Structures Information
Y DCM MP-5
Bridges and Culverts
DCNI tiiP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCM-MP-5
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES v/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at tILW or
NWL.
e. Will proposed bridge replace an existing bridge?
_ Yes _ No
If ves.
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge `
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
_ Yes —NO
If ves,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the NIHW or N-WL,
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
_ Yes —NO
If ves, explain
k. Navigation clearance underneath proposed bridge
I. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
Opening',' _Yes _,No
If yes, explain
in. Will the proposed bridge cross wetlands containing
no navigable waters? _ Yes _ jqo
If ves, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
_ Yes —No
If yes, please provide record of their action.

Form DCM-MP-S
2. CULVERTS
a. Water body in which culvert is to be placed
Canal, a tributary to Oyster Creek
b. Number of culverts proposed
c. Type of culvert (construction material, style)
Anodized Aluminum Arch Pipes
d. Will proposed culvert replace an existing bridge?
X Yes _ No
If yes,
(1) Length of existing bridge 31.7 ft
(2) Width of existing bridge 26 ft
(3) Navigation clearance undemeath existing
bridge 1.2 ft
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All of exists bridge to
be removed
e. Will proposed culvert replace an existing culvert?
_ Yes X No
If yes,
(1)
(2)
(3)
Length of existing culvert
Width of existing culvert
Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert +/- 67 ft (average length)
g. Width of proposed culvert 3 @. 95 in = 31 ft
h. Height of the top of the proposed culvert above the
MHW orNWL 1.2 ft
i. Will the proposed culvert affect existing water flow?
_ Yes X No
If yes, explain
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes —No
If yes,
(1) Length of area to be excavated +/- 70 ft
(2) Width of area to be excavated 30 ft
(3) Depth of area to be excavated 4.5 ft
(4) Amount of material to be excavated in cubic
yards +/- 350 cu yds
b. Will the placement of the proposed bridge or culvert
require any excavation within: No
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes —No
If yes_,
(1) Length of area to be excavated +/- 70 ft
(2) Width of area to be excavated . +/- 60 ft
(3) Amount of material to be excavated in cubic
yards _+_/- 200 cu yds
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Upland site to be determined
(2) Dimensions of spoil disposal area
see d. (1)
(3) Do you claim title to the disposal area?
_ Yes _ No see d. I
If no, attach a letter granting permission from
the owner.

Form DCM-MP-5
(4) Will the disposal area be available for future
maintenance? _ Yes No see d.(1
(5) Does the disposal area include any coastal
wetlands.(marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
,above. see d.(1)
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above. see d.(1)
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
1VIHW or NWL? X Yes _ No
If yes,
(1) Length of area to be filled 30 ft
(2) Width of area to be filled 61 ft
(3) Purpose of fill backfill for pipes
f Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes, No
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? _ Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a.
Will the proposed project involve any mitigation?
_ Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? _ Yes X No
If yes, explain in detail None anticipated
c. Will the proposed project require the construction
of any temporary detour structures?
_ Yes X No
If yes, explain in detail None anticipated
d. Will the proposed project require any work
channels? _ Yes X No
If yes, complete Form DCM, -MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Stringent application of
NCDOT's BMPs for the Protection of Surface
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe. trucks, etc.
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes _ No
If yes, explain in detail Proposed headwalls will
stabilize roadwav fills in vicinity of pipes
NCDOT- A. Franklin V' E.
9p I n r JeclTtan, �
i 'ature
/2-
Date

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Land'
North CeoIina
Dopmunm of Tren-po ion
ti Division of Mghways
County: Hyde
Quad: SwanquarLer
Basin: Tar -Pamlico
Proje&. Replace Bridge # 28 on
SR 1128 Over Canal
Date: 09 / 20 / 95
Vicially Map
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Norm Carolina
Department ofTranspor:stion
Division of Ffi*AWs
County: Hyde
Quad: Swanquarter
Basin: Tar -Pamlico
Project: Replace Bridge # 28 on
SR 1128 Over Canal
Date: 09 / 20 / 95
Sections
Sheet 3of 3

MEMORANDUM
TO: Jim Mulligan
Deborah Sawyer
FROM: Jeff Schaffer 16
DATE: 19 December 1995
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
N.C. Department of Transportation
Bridge No. 28
Hyde County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which was
received by me on 15 December 1995. I am considering this application complete, have
acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.