NCDOT_128-92_Pamlico Sound

Permit Class
NEW J
Issued
Permit Number
128792
STATE OF-NORTELCAROLINA
Department of Environm&W,`H6alth & Natural Resources
and �
Coastal Resources Commission
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edit ^ II u�' r,
for:
t�zsv;
_ Major Development in an AreapiFavaotimental Concern .................�___....
putsuanttoNCGS 113A-118
—L Excavation and/or filling pursuant to NCGS 113-229
in the permittee's application
This permit, issued on November 24, 1992 . 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 Filling
1) The temporary placement or double -handling of excavated or fill material
within waters or vegetated wetlands is not authorized.
2) No excavated or fill material will be placed in surrounding waters
outside of the alignment of the fill area indicated on the workplan
drawings.
3) A silt screen will be placed immediately upstream and downstream of the
project site prior to any excavation and not removed until 24 hours after
the completion of all excavation.
4) A permanent ground cover sufficient to restrain erosion will be provided
on all exposed areas within the shorter of 30 working or 120 calendar
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
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
tiger MSc
Director
ivision of Coastal Management
This permit and its conditions ate hereby accepted.
Signature of lsermittee

APPLICATION TRANSMITTAL/PROCESSING RECORD �l 3r,
A) Applicant: - N.C. Department of Transportation County: Hyde County
Location of Project: Bridge #11 on SR 1111 crossing a manmade canal
Date Application Received Complete by Field: 14 September 1992
Field Recommendation: Attached X To be Forwarded
Consistency Determination: Attached To be Forwarded X
Field Representative: David Moye District Office: Washington
District Manager Review:
B) Date Application Received in Raleigh: Fee Rec'd:
Public Notice Rec'd: End off -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:
Federal Due Date: Fed. Comments Rec'd on
Permit Final Action: Issue Deny Draft on
D)
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

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CCT0102
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TO: David Hoye
OM: John Crew
DATE: 29 September 1992
SUBJECT: Bridge Replacement, SR 1111, Hyde County
This proposal is to replace an existing 20' X 45' bridge with three (3) 67" X 95" X
60' metal culverts. Coastal wetlands are involved. This proposal comes under the
auspices of the May 1992 CRC Certified Hyde County Land Use Plan Update.
The Plan offers the :ollowing guidance on projects of this nature:
Page IV-13 Policy on commitment to State and Federal Programs:
Commitment to State and Federal Programs: Hyde County is receptive to all
state and federal programs which provide improvements to the county. The
county will continue to fully support such programs, especially the
following: the North Carolina Department of Transportation road and
bridge improvement programs, The CAMA planning process and permitting
programs, and the Community Development Block Grant program. However, the
county objects to 404 wetland regulations and the designation of
outstanding resource waters within the county.
Page I-43 includes a discussion and acknowledgment that coastal wetlands exist
throughout the County. The coastal wetlands portion of this proposal meets the
County's definition of the Conservation Land Classification as found on Page V-2:
CLASSIFICATION
Coastal Wetlands: This classification includes all areas of coastal
wetlands which include any salt marsh or other marsh subject to regular or
occasional flooding by tides, including wind tides. However, tidal
flooding is understood not to include hurricane or tropical storm tides.
All uses allowed by 15A NCAC 7H shall be permitted.
The non -wetland portion of this proposal appears to be in the Rural Land Class.
Language or Page V-2 concerning the rural class includes "The predominant land uses are
agricultural and residential. However, public facilities, health care facilities, on
site water and sewer systems, hazardous or noxious uses, industrial and commercial uses
are allowed."
I believe this proposal is consistent with county policy and the Rural Land Class. If
the proposal meets 7H standards for coastal wetlands, my opinion is it would be
consistent with the Conservation Land Classification.
cc: John Parker

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Governor
William W. Cobey, Jr„ Secretary
22 September 1992
N.C. Department of Transportation
Mr. S.J. O'Quinn, P.E.
Post Office Box 25201
Raleigh, North Carolina 27611
Dear Mr. O'Quinn:
Roger N. Schecter
Director
The Division of Coastal Management hereby acknowledges receipt of your
application for state approval for development of your property located on SR 1111 at
Bridge No. 11 crossing a manmade canal adjacent Pamlico Sound. It was received on 14
September 1992 and appears to be adequate for processing at this time. The projected
deadline for making a decision is 28 November 1992. 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 also
serve as your notice of an extended review. However, an additional letter will be
provided on or about the 75th day. Should there be any questions on this procedural
change, do not hesitate to contact me.
N.C.G.S. 113A-119(b) requires that Notice of an application be posted at the
location of the proposed development. Enclosed you will find a "Notice of Permit
Filing" postcard which must be posted at the property of your proposed development.
You should post this notice at a conspicuous point along your property where it can be
observed from a public road. Some examples would be: nailing the notice card to a
telephone pole or tree along the road right-of-way fronting your property, or at a
point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made and if additional information is required, you
will be contacted by the appropriate state or federal agency. Please contact me if you
have any questions and notify me in writing if you wish to receive a copy of my field
report and/or comments from reviewing agencies.
DwM/pp
Enclosure
Sincerely,
©u. �y�
Field Representative
Box 1507 • Washington, North Carolina 27889 • Telephone 919-94&6481
An Equal Opportunity ARirmaWe Action Employer

_ - DIVISION OF COASTAL MANAGEMENT --- -
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME North Carolina Department of Transportation
2... LOCATION OF PROJECT SITE HYde.County on SR Jill at Bridge No. 11 crossing
a manmade canal adjacent Famlic. Sound.
PHOTO INDX: 1989. N/A 1984: N/A -
STATE PLANE COORDINATES: X: 2,879,900 Y: 639,800
Middletown Guad (upper right corner)
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 15 September 92 16 June 92
(B) WAS APPLICANT PRESENT No Yes
S. PROCESSING PROCEDURE: APPLICATION RECEIVED 14 September 1992
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN H
LAND CLASSIFICATION FROM
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS X PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES X NO
(D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED N/A e
(F) TYPE OF STRUCTURES: EXISTING Bridge
PLANNED Replace bridge with 3 - Y Y _ 0' long metal culverts..
(G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE Applicant
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Coastal wetlands 1780 ft2 ±780 ft2
(B) NON -VEGETATED WETLANDS:
Canal bottom +3,900 ft2 �,900 ft2
(C) OTHER:
Higharound ±4,550 ft2
(D) TOTAL AREA DISTURBED: ±10 010 ft2
(E) PRIMARY NURSERY AREA: YES NO x_
(F) WATER CLASSIFICATION: S/A OPEN: YES X NO
;=etlands
8. PROJECT SUMMARY: The applicant proposes to replace and existing bridge with three
—. *nl'rnlvcni-.e- ThP Pvici'.inn right nnLle turn onto the hridee will be convertEd to a

Project Setting
N.C. Department of Transportation (NC DOT) proposed bridge replacement site is
located on SR 1111 at Bridge No. 11 on a manmade canal adjacent the Pamlico Sound
in Hyde County, North Carolina. At the bridge site the dirt road makes a sharp
turn and the road leading southeast runs adjacent the canal bank. The canal is
approximately 30 feet wide and bordered on both sides by a fringe of coastal
wetlands averaging 3 feet wide. The coastal wetlands are predominately Distichlis
spicata backed by Spartina patens. The canal banks are vegetated with upland
grasses and herbaceous shrubs. The adjacent land is agriculture fields and two
agricultural drainage ditches with flap gates connect into the canal, one
immediately above and one below the existing bridge. An existing road ditch also
connects into the canal at the downstream agricultural ditch connection point.
The canal itself has a heavy concentration of widgeon grass. The site is
approximately 5' above the mean sea level. The manmade canal connects into
Pamlico Sound which is classified as SA by the Environmental Management
Commission.
Project description
NC DOT proposes to replace an existing 20' x 45' bridge with three 67" x 95" x
60' long metal culverts. At present the road makes a sharp turn at the bridge and
in an effort to produce a less radical turn a realignment of the road and canal
is proposed. The proposed curve will result in the canal being shifted northeast
approximately 301. The shifting of the canal will result in the excavation of
approximately 4,550 square feet of high ground of which approximately 3,900
square feet will be below the normal water line. The proposed move will also
result in the excavation of approximately 780 square feet of coastal marsh and
the filling of approximately 780 square feet of coastal marsh as well as the
filling of approximately 3,900 square feet of existing canal bottom. NC DOT
proposes to recreate the existing canal including the fringe wetland areas.
Anticipated impacts
The project as proposed will result in the filling of approximately 3,900 square
feet of canal bottom as well as the creation of approximately 3,900 square feet
of canal bottom. Approximately 780 square feet of fringe coastal wetland will be
excavated and approximately 780 square feet of fringe coastal marsh will be
filled. Localized turbidity would occur as a result of the excavating and filling
activities. The project as proposed would result in the lateral movement of and
recreation of an existing manmade canal including the adjacent fringe wetland
areas.
David W. Moye - Washington Office - 17 September 1992

N.C. Department of Transportation
Hyde County
CONDITIONS
1. The temporary placement or double handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
2. No excavated or fill material will.be placed at anytime in any marsh or
surrounding waters outside of the alignment of the fill area indicated on
- the work plat(s).
3. In order to protect water quality, runoff from the construction area must
not visibly increase the amount of suspended sediments in adjacent waters.
4. X silt screen will be placed immediately upstream and downstream of the
project site prior to any excavation and not removed until 24 hours after
the completion of all excavation.
David W. Hoye - Washington Office - 17 September 1992

,� a
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
September 8, 1992
David W. Moye
Field Representative
N.C. Department of Environment, Health,
and Natural Resources
Division of Coastal Management
1424 Carolina Avenue
Washington, NC 27889
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Hyde County, Replacement of Bridge 11 on SR
1111.
Dear Mr. Moye:
This letter is in reference to your June 25, 1992
correspondence regarding NCDOT's permit application package,
submitted June 18, 1992, for the subject project. In your
letter, you requested revisions to or additional information
on several items included in the permit application. The
North Carolina Department of Transportation offers the
following comments on each of the listed items:
4.c You requested that we check the elevation of the area.
A site elevation of ± 5' was obtained from a USGS quad
map. This equals an assumed project datum on the plats
of ±12'.
4.g As per your instructions, this item has been changed to
"rural".
6.a An average depth value has been added to the canal
excavation line.
6.b The values used to determine volume are:
length =
260'
width =
30' (avg)
depth =
1.4'
An Equal Opportunity/Affirmative Action Employer

i
(r .
Please note that the volume estimations were done using
the following formula.
- Volume = area x depth
27
The area calculations were made based on the assumption
that the areas to be filled or excavated were roughly in a
triangular shape. Therefore the area was calculated using
the formula; area = (base x height)=2
Volumes were then determined based on the following
calculation;
[(base x height)=2) x depth
27
The division by 27 is necessary to convert the values to
cubic yards.
6.e The values used to determine volume are:
length = 260'
width = 35' (avg)
depth = 1.6'
This represents the portion of the new canal excavation above
the ordinary high water elevation.
6.1 The values used to determine volume are:
length = 260'
width = 30' (avg)
depth = 1.85' (avg)
6.p As per your request, this value has been changed from 6'
to 3'.
7.a,b,d
All of these items referred to the placement of a
headwall in association with the pipes. Upon further
review of this project, NCDOT is deleting the headwall
from the project design. This will necessitate the use
of slightly longer pipes in the design, yet the
excavation and fill quantities will not change
appreciably.
NCDOT hopes that you find the above mentioned
information satisfactory to begin processing of this
application. If you have any additional questions, or

Ii
a
require clarification of any of these points, please contact
Mr. Doug Huggett at [phone].
Sincerel�
((((���
B. . O' uinn PE
_. As 's nt anch Manager
Planning and Environmental Branch
cc:,,Mr. John Parker, DCM
Mr. A.L. Hankins, PE, Hydraulics
Mr. Jim Lee, PE, Bridge Maintenance Unit
Mr. C.O. White, PE, Division 1 Engineer

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
-.=_- _ - P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN DIVISION OF HIGHWAYS
GOVERNOR -
THOMAS J. HARRELSON June 18, 1992 WILLIAM G. MARLEY, JR.. P.E.
SECRETARY STATE HIGHWAY ADMINISTRATOR
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:
SUBJECT: Hyde County, Proposed Replacement of Bridge 11 on
SR 1111, State Project No. 5.0851.
The North Carolina Department of Transportation proposes
to replace bridge 11 over a drainage canal on SR 1111 in Hyde
County. The proposed action will involve a slight
realignment and replacement of the present bridge with three
(3) 95" x 67" corrugated steel pipe arches. The dirt road on
either side of the bridge will also be paved, resulting in
two 10' vehicle lanes, with 6 foot unpaved shoulders on
either side of the roadway. The present bridge crossing of
the drainage canal involves a sharply angled turn. In order
to facilitate a safer crossing of the drainage canal, the
canal crossing will be realigned slightly, a portion of the
existing canal will be filled, and a new section of canal
excavated from adjacent high ground (see permit sheet 2 of
4). The construction of the new canal is required to allow
the 10' ditch (shown on sheet 2 of 4) to connect to the main
drainage canal.
The proposed activity will lead to a loss of
approximately 0.03 acres of coastal wetland and 0.14 acres of
surface waters occurring within the drainage canal. A dense
widgeon grass bed exists within the existing drainage canal.
To compensate for impacts to the coastal wetlands and widgeon
grass habitat, the realigned canal will be graded to the same
elevation and side slopes as those of the existing canal. It
is expected that coastal wetland and widgeon grass habitat
will re-establish itself through natural vegetation in the

new canal.
NCDOT is requesting that the proposed work be authorized
under the appropriate Coastal Area Management Act (CAMA)
permit. Best management practices will be implemented to
attempt to minimize the amount of wetlands impacted. As was
requested by Division of Coastal Management personnel, double
silt fences will be placed in the drainage canal both above
and below the construction site. By copy of this letter, we
are also requesting issuance of a 401 Water Quality
Certification from the N.C. Division of Environmental
Management and a Section 404 Permit from the Army Corps of
Engineers. A processing fee of $250 will be forwarded to
your office within the next week. If we may be of further
assistance, please contact Doug Huggett at [phone].
Sincere
V
Branch Manager
Planning and Environmental Branch
cc:�Mr. Terry Moore, DCM Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Don Morton, P.E., Highway Design Branch
Mr. A.L. Hankins, P.E., Hydraulics
Mr. John Smith, P.E., Structure Design
Mr. W.D. Johnson, Roadside Environmental
Mr. C.O. White, P.E., Division 1 Engineer
Mr. Jimmy Lee, P.E., Bridge Maintenance Unit

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name-NCDOT ATTN: B.J. O'Quinn, P.E.
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611 Dayphone(919) 733-9770
x Landowner or Authorized agent
b. Project name (if any) Bridge 11, Sli 1111
y e ounty
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
SR 1111
b. City, town, community, or landmark
Middletown
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
both
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
Public Transportatinn
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individuallot(s) N/A
y c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Natural Ground El. -'/- 5' from USGS quad maps.
Equals + - 121 on project datum on plats.
d. Soil type(s) and texture(s) of tract
Sandy Loam/Organic Muck
e. Vegetation on tract Widgeon grass. coastal
Wetlands and!Orasses
f.
c. County Hyde g,
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Pamlico Sound
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Replace deterioating bridge
with pipes
Man-made features now ontractBridge, unpaved road
drainage canal
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X_ Rural Other
h. How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
S/A
j. Hasa professional archaeological survey been
carried out for the tract? no If so, by whom?
3/91 1

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development
a. Type and number of buildings, facilities, or
structuresproposed 1 culvert crossing, Paved
20' wide roadway
b. Number of lots or parcels N/A
c. Densfty (Give the number of residential units and the
units per acre.) N / A
d. Size of area to be graded or disturbed
260' S0' (svS
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
Approx. 19%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
Asohalt
IL If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management?_ N/A
L Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
in. Watersupply source N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
flood! 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).
Canal Excavation
�ei:ess�iteh$til:
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
kiln areas
k. Describe existing treatment facilities.
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
Length- Width Depth
b. Amount of material to be excavated from below
water level in cubic yards 200 C. Y.
c. Type of material_ Sand. Muck
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
270 C.Y.
2 3/91

f. Dimensions of spoil posal area
Approved uplanddissite
g. Location of spoil disposal area
Yet to be determined
It. Do you claim title to the disposal area?
If not, attach a letter granting permission from the
owner.Site yet to be determined
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic ,ands, to be placed below
mean high water /
f. Type of fill material N/A
i. Willa disposal area be available for future
maintenance? vet to be determined
If so, where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland,
swamps, or water areas?
k. Will the fill material be placed below mean high
water? Yes
L Amount of fill in cubic yards 270 C. Y.
m. Type of fill material Suitable borrow pit
n. Source of fill material Local borrow pit
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.
o.
Will fill material be placed on marsh or other
wetlands? Yes
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
D.
of wetland to be filled }
1/2 x 11 white paper. (Refer to Coastal Resources
26001Dimensions3' ave
g
Commission Rule 71.0203 for a detailed description.)
q.
How will excavated or fill material be kept on site
and erosion controlled? .
Please note that original drawings are preferred and
Stringent erosion control measures. MeasurEply
high quality copies will be accepted. Blue -line
to include double silt fences above and
prints or otherlarger plats are acceptable bnly if 18 high
below the construction site in drainage
cand$ AMY copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
r.
What type of construction equipment will be used
use of larger drawings.) A site or location map is a part
(for exampple, dragline, backhoe, or hydraulic
dredge)? Dragline, backhoe, dumptruck
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
s.
Will wetlands be crossed in transporting equipment
the like.
to project site? no If yes, explain steps that will
be taken to lessen environmental impacts.
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
7
SHORELINE STABILIZATION
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
a.
Length of bulkhead or riprap N/A
that opportunity.
b.
Average distance waterward of mean high water or
normal water level N i a
3/91

Name - -
Address
Name
Address
SEE SHEET 4 OF 4
Name
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 $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the prdject
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the
19�
4 3/91

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0 10 20 ]0 l0 eR 1 MILE IS EQUAL TO 1.601 R1l0YFTERS \M.ntb.r
\IMlawr
/ %' \• dnt Euf,
Pmele. nu. 99 • RS IIIIImnr SI L `n o \\
Je w a
a Jt Chs I leatnrRlY p 1 2N 6
261 I .nrnlul C lu
YeRIHnO' IOednur� . Innu. IarAele Lob It 1yisrw 2
S io 99 -�_ IS
c... 0 R T LA m neeln..e `:
92 R1 I Smnten E LA
h M
r,w slbl
yleelele.n 1 O e
Fla". . S Reefnlle IW ' 1 [I �'�` ' C
Remnn nslle II Re. Ndbne a rr�iIr J
ar
cat. me ..R `IS S.Rn .81fer Cull Rocs
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO. 11 & CHANNEL CHANGE ON
SR-1111
DATE FEBUARY, 1992
SHEET OF �}

I
30
k.
T
�•- 4 DRAINAGE CANAL
4Q
',FARM PATH'�-• �.26+8
2ROpOSEU 36 eIPE �, 2` r a'.• - �'
REMO`IE 36" Ii.C�p'
SCALE: 1" = 50'
��_a' _ _ _TO' SR-1107— '�-'►
5' DITCH
O
3 @ 95". X 67" CSPA
0
L • •
• I• •
I '
N. C. DEPT. OF TRANSPORTATION
DIVISION OF IIIGIIWAYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO.11 b CHANNEL CHANGE ON
SR•-1111
DATE FEBRUARY, 1992
SHEET 2 OF +

PROFILE
1"= 60' HORZ.
SCALE:
1"= 10' VERT.
PROP. GRADE •�
10i O.H.W. EL.m 9.
- - - BED
7t 00
STA. 25+05, 113 SKEW
3 B 95" X 67" C.S.P.A. I
CH. GR. EL. 13.3
BED EL. 6.3
SCALE: 1"=20' IIORZ. _ / 1 10'• VERT. 1
WI STA. 26+06
N.G.—Y
BED
60' LT_ �0
SECTION A ---A
wa
N
` NATURAL GROUND 12.
— BED EL. 6.3
OR. 0.1%
2 D-
I��
33 2' ---rl
f+ - 20
' —►�
1of"
SCALE: I"=20' IIORZ. / 1 10' VERT.
DENOTES EXCAV_ RFIAW .....
InTmfl,]
N. C. DEPT. OF TRANSPORTATION
TOTAL FILL 1 4 Do c. Y DIVISION OF HIGHWAYS
FILL BELOW O.H.W. _ Q'0 C• y IIYDE COUNTY
AVG. DAILY FLOW = Ic.f.S.C/o PROPOSED REPLACEMENT OF BRIDGE
EXCAV. BELOW O.H.W.='2400 C.Y. NO.11 & CHANNEL CHANGE ON
SR-1111
FILL IN WETLANDS O.D9, Cti DATE. FE13RL'ARY, 1992
14 4c SHEET OF _
FILL IN SURFACE WATERS:-.- p, fY At►
:1
SECTION B<--- ?D
N.G.
.W. EL.- 9.1 -M
3' BERM
60' RT.
N
M .25 '—N
DENOTES FILL. BELOW O.H.W.

1 CHARLES MAN
RT.# 1
ENGELHARD, N.C.
27824
2 HELEN SPENCER
RT.# 1
ENGELHARD, N.C. '
27824
3 INEZ SPENCER
RT.# 1
ENGELHARD; N.C.
} 27824
4 PRESTON MOONEY
RT.#1
ENGELHARD, N.C.
27824
5 BENJAMIN FRANK & IRENE SADLER
RT.# 1
SWAN QUARTER. N.C.
27885

%P 067 -765 015
Receipt for
Certified Mail
No Insurance Coverage Provided
Do not use for International Mail
(See Reverse)
sell lo, A i A/
CendnN Fee-
Speo:d Delivery Feu
Rawocled Delmny Fee
a Relent Heceipl Snoueng
A to Wlmm & Data Ddlivnmd
as Retract R4ceipt Showieg to Whean.
C Data. and Addlessee's Address
3
TOTAL Povaye
7 & Fees
Postmark of Dale
D
h
E
a-
P 067 765 015
m
m
J
O
O
ID
(M
E
0
U.
IL
P 067 765 014 _
Receipt for
Certified Mail
No Insurance Coverage Provided
Do not use for International Mail
(Sea Reverse)
Sunni I" - n 1 _.. m . M...
Celhlmd 1.
spee+a o,: we y Fee
aLsn.wd DO.L.y FLL
-- m
Return Reccryt Sllmvmg
pt
to Weoin & DLIe Delivmed
Heew Rucuryl showing to
w
C
Dale, and Address. s Add
—I
TOTAL Postage
O&
Fees
1 O
Pest mark OI D31L•
00
E
0
I a
$
E
P 067 765 014
P 067 765 013
Receipt for
Certified Mail
No Insurance Coverage Provided
: Do not use for International Mail
(See Reverse)
sum
Sir,. ' i J pf r
P.O_Swe an ZIPCm
are
Postage
$
Ccnil.eo Feu
soeeen Wlvely For
ReSeekJ Dehvury Ir:e
Hene" Paaeryl sle,wnlg
to Wnon. & Dam Delmencd
Remle slmwn.,l In whet
Dale, arei Adtllu ve's Adkhuss
TOTAL Poaljgv
$
& Fees
Postmark of Dale
I
a '
I :• r r r r F_.
pYSy • $ r t s• fi
m
O
O
to
L)
LL
N
a
P 067 765 012
Receipt for --
Certified Mail
No Insurance Coverage Provided
Do not use for International Mail
(See Reverse)
Sonllo__ I A
Postage Is I
Cclihcd Fee
Rustlicled Delwury Fee
al Rani.. Recelpr Shower J _
do to Wllom & Dam WLvcled
of
Barren rlucnipl Sltumng to War
e Date, and Addressee s Address
J
� TOTAL Postage
O & Fees
O Postmark or Date
DO
M
E
`o
LL —
to
a
P 067 765 012
P 067 765 011
Receipt for
Certified Mail
No Insurance Coverage Provided
Do not use for International Mail
(See Reverse)
se„r Ip
SI i Nu
,ud
P.0 •yam ZIP we
l
•T
PLYIay
$
Ce,tihed Feu
Special Dehvety rue
Restricted Deavety Fee
Ileum Hec,.Pt See..,
es Waom & Dale Delivered
Relent Receipt showing to Woom.
Data and Addlusseas Adwess
TOTAL Postage
Is Fecs
Is
Postmark or Date
F
.
sr: s
is