19920325 Ver al_Complete File_19920911

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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor September 11, 1992 A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary Acting Director
Mr. Barney O'Quinn
Planning and Environmental Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. O'Quinn:
Subject: Proposed Fill
Bridge replacement, Bridge 11 on SR 1111
Hyde County
DEM Project # 92325
Upon review of your request for Water Quality Certification
to place fill material in 0.03 acres of wetlands for bridge
replacement located at SR 1111 in Hyde County, we have determined
that the proposed fill can be covered by General Water Quality
Certification No. 2735 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers' General
Permit No. 031.
If you have any questions, please contact John Dorney at
919/733-1786 or 919/733-1787.
Sincerely,
reston Howard, J P.E.
APH:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Regional Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 9 19/57 1-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
U ?C?C?QdC?
P4J
To: John Dorney
Planning Branch
WETLANDS GROUP
TER QUALITY SECTION
• DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA/COE PERMIT APPLICATION REVIEW
WaRO PROJECT # g 2 -o ?? --? WQ SUPERVISOR: T?ORPE
REVIEWER: SAWYER DATE: 72q//Q
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKItIG
PERMIT YR: 92 PERMIT NO.: COUNTY: 4?_
PROJECT NAME: o(c 7) 6 - 42-1-1-JO /
PROJECT TYPE: ??^ •?? PERMIT TYPE: A 7COE
COE #: DOT #:
RCD FROM CDA: DATE FROM CDA: O 7
REG OFFICE: WaRO RIVER AND SUB BASIN #:
STREAM ORVD JACENT WATER BODY: t,71 ?b P"- • 9-,Q:2 11
CLASS : -5 STREAM INDEX #:
9- ??U . 5JJ
OPEN OR CLOSED:
WL IMPACT: ! z WL TYPE:
WL REQUESTED: 7g? WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION S ZE. ING SHEET ATTACHED?
RECOMMENDATION: ISS ISSUE/COND DENY HOLD ,
STORMWATER PLAN REQ'D: IF YES, DATE APPROVED:
PROJECT DESCRIPTION:
WATER QUALITY CERT. (401)
CERT. REQ'D:
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
?2
AREA OF FILL: WATER q'' K Y 32 WETLAND: `180f "
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING /?
AREA TO BE DREDGED: '{G 80 ?'° z CTo?
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE? 6V
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? /
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; ODE Washington Office
P6
State of North Carolina D.
Department of ErnAronment, Health, and Natural Resources
DK ision of Coastal Management
1424 Carolina Avenue O Washington, North Carolina 27889
1'J,?SFI ?G RECEIVED
in 4?i,?? ?' L P 3 19+2
1
James G. Martin, Governor
William W. Cobey, Jr., Secretary
22 September 1992
I E M:ORANDU11;
TO:
FROM :
SUBJECT:
Mr. A. Preston Howard, Acting Director
Division of Environmental Management
John R. Parker, Chief
Major Permits Processing Section
CA1i;A/DREDGE & FILL Permit Application Review
Applicant: North Carolina Department of Transportation
Project Location: Bridge No. 11 on SR 1111 in Hyde County
Roger N. Schecter
Director
Proposed Project: The applicant proposes to replace and existing bridge with three
metal culverts and relocate the existing manmade canal.
Please indicate below your ageicy's position or viewpoint on the proposed project and
return this form by 13 October 1992. If you have any questions regarding the proposed
project, please contact David Hoye at 946-6481. Ifhcn appropriate, in-depth comments
with supporting data is requcntcd.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorpozated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed
Date
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal opportunity Affirmative Action Employer
DIVISION OF COASTAL MANAGEMENT RECEIVED
FIELD INVESTIGATION REPORT 1i?GTpN OFFICE
1. APPLICANT'S NAME North Carolina De artment of Transportation S EP 2 3 192
2. LOCATION OF PROJECT SITE Hyde- County on SR 1111 at Bridge No. 11 crOgsir"d.
a manmade canal adjacent Pamlico Sound.
PHOTO INDX: 1989: N/A 1984: N/A
STATE PLANE COORDINATES : X : 90 0 Y: 639 , 800
Middletown Quad (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
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 14 September 1992
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Hyde County
LAND CLASSIFICATION FROM LUpRural (land) Conservation (water, coastal wetlands
(B) AEC(S) INVOLVED: COASTAL WETLANDS X ESP LICE 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
(F) TYPE OF STRUCTURES: EXISTING Bridge
PLANNED Replace bridge with 3 - y y ± long me a culverts..
(G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE Applicant
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER .
Coastal wetlands ±780 ft2 ±780 ft2
(B) NON-VEGETATED WETLANDS : 9 00 ft 2 ±:i , 900 ft
2
Canal bottom
(C) HiOTHER: o? ±+,550 ft-1-
(D) TOTAL AREA DISTURBED : ±-10 010 f t2
(E) PRIMARY NURSERY AREA: YES NO x-
(F) WATER CLASSIFICATION: S/A OPEN: YES X__ NO
8. PROJECT SUMMARY: The applicant proposes to replace and existing brjE2 with three
metal culverts, The existing right -1 7-le turn onto the bride will be converted to a
more entle curve resultinin the relocation of the existing manmade canal
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
a i_p cata 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 manmade canal into
Management
aseVSA• by ethe Environmentalconnects
approximately 5which above ist clasmean
Pamlico Sound
Commissioi:..
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 9,550 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
DOT
filling of approximately
the existing canal including the fringe wetland areas.
proposes to recreate 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
would
inresult in the lateral cluding the adjacent fringe movement
activities. The project as proposed
wetland
recreation of an existing manmade canal
areas.
David W. Hoye - Washington Office - 17 September 1992
e* SU1L o
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
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

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
i:hat 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)=21 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

require clarification of any of these points, please contact
Mr. Doug Huggett at [phone].
ZntBOI -r'
PE
inn
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

STA?o
J 4 ?.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR-
THOMAS J. HARRELSON June 18, 1992
SECRETARY
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:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
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 fcanal both abovWe this letter, and below the construction site. By copy
of
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 o73furthOr
assistance, please contact Doug Huggett at (919)
Sincerely,
i
.J. O'Qui n, P.E.
A 1s Branch Branch Manager
Planning and Environmental Branch
cc:?Mr. Terry Moore, DCM Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR ( 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 14 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 Day phone [phone]
x Landowner or Authorized agent
b. Project name (if any) Bridge 11, SR 1111
Hyde County
c. If the applicant is not the landowner, also give the
owner's name and address.
y
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
SR 1111
b. City, town, community, or landmark
Middletown
c. County Hyde
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 o3*PPS
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 Transportat;nn
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) - N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Natural Ground E1. +/- 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-,Grasses .,
f. Man-made features now on tractBridge, unpaved road
drainage canal
g. 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. Has a professional archaeological survey been
carried out for the tract? no if so, by whom?
3/91

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. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
26n'6n' (;ivg )
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.
Asphalt
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Siirfnrn Runnf? -
m. Water supply source N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or 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
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Canal Excavation
Aeeess3El=
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
b. Amount of material to be excavated from below
water level in cubic yards 200 C. Y.
Length- Width Depth
260' 30' avg. 1.4'

260' 30' avg x.55'

vg
c. Type of material Sand Muck
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
Yes --
e. High ground excavation, in cubic yards
270 C.Y.
2
3/91
f. Dimensions of spoil disposal area - c.
Approved upland site
g. Location of spoil disposal area
Yet to be determined
h Do you claim title to the disposal area?
If not, attach a letter granting permission from the
owner.Site yet to be determined
i. Will a disposal area be available for future
maintenance? yet to be determined
If so, where?
j. Does the disposal area include any marshland, _
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? Yes
1. 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
o. Will fill material be placed on marsh or other
wetlands? yes
p. Dimensions of the wetland to be filled y
260' x 3' avg.
q. How will excavated or fill material be kept on site
and erosion controlled?
Stringent erosion control measures. Mea:
to include double silt fences above and
below the construction site in drainage c
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Dragline, backhoe, dumptruck
s. Will wetlands be crossed in transporting equipment
to project site? no If yes, explain steps that will
be taken to lessen environmental impacts.
Shoreline erosion during preceding 12 months, in
feet N/A
N/A
d. Type of bulkhead material
e.
Amount of fill, in cubic v rds, to be placed below
meanhi gh water N/A
f. Type of fill material N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected prop°rty. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
IR x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
zur&rJy high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
La n ality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
- site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
- may have been developed in consultation with the
- Division of Environmental Management.
- A list of the names and complete addresses of the
- d'acent waterfront (riparian) landowners. These
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water or
normal water level N/A
a ?
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
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 praject
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).
4
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 ccrtify 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 end follow-up monitoring of
project.
I# Fn
This is the day of S?? , 19
Lan wner or uthonze agent
3/91
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDLE
NO. 11 & CHANNEL CHANGE ON
SR-1111
DATE FEBUARY, 1992
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N. C. DEPT. OF TRANSPORTATION
DIVISION 01, 111G11WAYS
IIYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO.11 be CHANNEL CHANGE ON
5R•-111? ,
DATT; FEBRUARY, 1992
SCALE: 1" = 50? SHLET _,2._ OF .?-
• PROFILE
1"= 60' HORZ.
SCALE:
1"= 10' VERT.
STA. 26+06, 113 SKEW
3 0 06" X 67" C.S.P.A.
CR. GH. EL. 13.3
PROP. GRADE
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NATURAL GROUND
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N.G.
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SCALE: 1"-20' IIORZ. / 1"- 10' VERT.
DENOTES EXCAV. BELOW O.II.W.
TOTAL FILL = 1-4 00 C. Y.
FILL BELOW O.H.W. _ X70 C' Y
AVG. DAILY FLOW
EXCAV. BELOW O.H.W. =-2x,00 C.Y
FILL IN WETLANDS = a.j)'l m-lo..."
FILL IN SUkFACE WATERS O. 14 4crc.)
1- .25 "-?
DENOTES FILL BELOW 0.11.W.
N. C. Or TRANSPORTATION
DIVISION O HIGHWAYS
HYDE COUNTY
i'ROPOSED HEPLACELIENT OF BRIDGE
NO.11 & CHANNEL CHANGE ON
SH-1111
11A'1'1s. FE13RL'ARY, 1992
SHEET _3 OF _-&_
P 067 765 012
• P _06? 765 D15 P 067 765 014
Receipt for
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.
1 27824
4 PRESTON MOONEY
RT.# 1
ENGELHARD, N.C.
27824
5 BENJAMIN FRANK & IRENE SADLER
RT.# 1
SWAN QUARTER.. N.C.
27835
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 4. OF -I-
N. C. DLPART11M,T OF.rRANSPORTA,rION
DATE
TRANSMITTAL SLIP
is - a
TO: REF. NO. OR ROOM, OLOG.
Mr. John Dorney
Water Quality Planning
DEM, DEHNR
Room 625-D
Archdale Building
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? 'TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON June 18, 1992
SECRETARY
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:
9 , 3
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
o NP,NgWN
J 2 2
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
An Equal Opportunity/Affirmative Action Employer
i?
i e-.
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].
Sincerely,_
Vs O'Qui n, P.E.
ta= 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
Addres? • O • Box 25201
City Raleigh
State
N.C.
Zip 27611 Day phone
[phone]
x Landowner or Authorized agent
I
b. Project name (if any) Bridge 11, SR 1111
Hyde County
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
S.R. 1111
b. City, town, community, or landmark
Middletown
c. County H y d e
d. Is proposed work within city limits or planning
jurisdiction? n o
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 d. e i o a t i nna
bridge with pipes
If you plan to build a marina, also complete and
attach Form DC?i-IN P-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
E commercial use?
Community
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N I A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Natural Ground E1. +/- 12'
d. Soil type(s) and texture(s) of tract
Sandy Loam/Organic Muck
e. Vegetationon tract Widgeon grass, coastal
wetlands and grasses
f. Nian-made features now on tractB r i d g e, unpaved r o a
g. What is the CANIA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X Other
h. How is the tract zoned by local government?
i. How are adjacent waters classified?
SA
j. Has a professional archaeological survey been
carried out for the tract? n o If so, by whom?
3/91 1
ar
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m
structures proposedI culvert crossing, moved
20' wide roadway n.
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
Water supply source N/A
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
d. Size of area to be graded or disturbed
260'x601 (avg.)
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 I 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.
Asphalt
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N / A
i. Describe proposed sewage disposal and/or waste
water treatment facilities. N / A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Chi rr f awe-F? €
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N.1 A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length- Width Depth
CAn1Fxvation
c xi
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
260' 30' (a g)
260' 30' avg
E
b. Amount of material to be excavated from below
water level in cubic yards 400 C . Y .
c. Type of material Sand , M u c k
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
Y as
-
e. High ground excavation, in cubic yards
nnni r v
2 3/91
h
f. Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months, in
Approved upland site feet N/A
g. Location of spoil disposal area
yet to be determined
h. Do you claim title to the disposal area?
If not, attach a letter granting permission from the
owner. Disposal site still to be
determined
i. Will a disposal area be available for future
maintenance?
Ifso,where?yet to be determined
d. Type of bulkhead material N Il A
e. Amount of fill, in cubic yards, to be placed below
mean high water N / A
f. Type of fill material N / A
8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland,
swamps, or water areas?
In addition to the completed application form, the follow-
ing items must be submitted:
k. Will the fill material be placed below mean high A copy of the deed (with state application only) or other
water? VP s instrument under which the applicant claims title to the
270 C . Y . affected propemy. If the applicant is not claiming to be
1. Amount of fill in cubic yards the owner of said property, then forward a copy of the
m. Type of fill material suitable borrow mate r ?Seid or other instrument under which the owner claims
title, plus written permission from the owner to carry out
n. Source of fill material local borrow pit the project.
o. Will fill material be placed on marsh or other
wetlands? _? -
_o. Dimensions of the wetland to be filled
260' x 6' (avg )
q. How will excavated or fill material be kept on site
and erosion controlled?
Stringent erosion control measure
Measures to include double silt fE
above and below construction site
drainage canal
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? drngI i na'_ h^rkhnn d empty
s. Will wetlands be crossed in transporting equipment
to project site?n o If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
A
a. Length of bulkhead or riprap N/
b. Average distance waterward of mean high water or
normal water level
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paoer. (Refer to Coastal Resources
Commission Rule 77.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
.c e prints or other larger plats are acceptable only if 18 high
P 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 wide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
- A list of the names and complete addresses of the
- adjacent waterfront (riparian) landowners. These
_ individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
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 project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the J 7 day of r , 19?
X
Lando ner Authori ed agent
3/91

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N. C. DEPT. OF TRANS
DIVISION
IlYDE COUN
PROPOSED I ANNEL E
No C
.11
SR--1111
DATE FEBRUARY, 1
SIIEET -2- OF
2 ?.
PROFILE 2-5t 00
1"= 60' HORZ. I STA. 26+06, 113 SKEW
SCALE: 3 B 96" X 67" C.S.P.A. W/IIEADWALL
-2-0- 1"= 10' VERT. CR. GR. EL. 13.3
PROP. GRADE
-L12; 0.I1.W. EL.= fl.l NATURAL GROUND
BED
BED EL. 6.3
SCALE: 1"=20' IIORZ. / 1"- 101. VERT. STA. 26+06 SECTION B< --- >B
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DENOTES FILL BELOW O.H.W.
DENOTES EXCAV. BELOW O.H.W.
TOTAL FILL = 14 00 C. Y.
FILL BELOW O.R.W. _ X70 C- y.
AVG. DAILY FLOW = 1 C. f, S. (+/?
EXCAV . BELOW O.H.W. = 400 C.Y.
FILL IN WETLANDS = 0.J() 3 ,\(,I,, I --
FILL IN SURFACE WATERS -- O. !,1 4(ft
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO.11 & CHANNEL CHANGE ON
SR-1111
DATE. FEI RUARY, 1992
SHEET 3 OF _
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
N C. DEPT. OF TRANSPORTA
DIVISION OF HIGHWAY!
HYDE COUNTY
PROPOSED REPLACEMENT OF
N0.11 & CHANNEL CHANGE
SR-1111
-
SHEET OF -:f
4.P 067 765 015
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? ?7?jFT???•lisati???fr'Ttl!-?. t?rl?>`f,.. a? ? !at;l?i?,?f!??:?fa?s?tlr??Ir?1?r?Pr?-[:-
=.i 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 11 11 at Bridge No. 11 crossing
a manmade canal adjacent Pamlico Sound.
PHOTO INDX: 1989: N/A
STATE PLANE COORDINATES: X: 2,679,900 W: N ['630,800'
Middletown Quad (upper right corner)
3. INVESTIGATION TYPE: DREDGE & FILL X C811 X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 15 September 92 16 i ?LF,gRS (,R0 1_T _
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 14 September 1992
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Hyde County
LAND CLASSIFICATION FROM LUP Rural (land) Conservation (water, coastal wetland;
(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
(F) TYPE OF STRUCTURES: EXISTING Bridge
PLANNED Replace bridge with 3 - 6711 by by :L601 long metal culverts.,
(G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE Applicant
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS DREDGED
Coastal wetlands x"780 ft2
(B) NON-VEGETATED WETLANDS:
Canal bottom 1j,900 ft2
(C) O`T'HER
Highground x+,550 ft2
FILLED OTTER
±780 ft2
+:3,900 ft2
(D) TOTAL AREA DISTURBED : + _i0'010 f t2
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: S/A OPEN: YES X NO
8. PROJECT SUMMARY: The applicant proposes to replace and existing bridge with three
metal Culverts The existing right angle turn onto the bridge will be converted to a
more gentle curve resulting in the relocation; of the existing manmade canal.
4 - i
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

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
Zip 27611 Dayphone(919) 733-9770
X Landowner or Authorized agent
b. Project name (if any) Bridge 11, SR 1111
Hyde County
c. If the applicant is not the landowner, also give the
owner's name and address.
If you plan to build a marina, also complete and
attach Form DCIM-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?
Communitv
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
C.
2 LOCATION OF PROPOSED
PROJECT d.
a. Street address or secondary road number
SR 1111
b. City, town, community, or landmark
Middletown
C.
f.
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.
Soil type(s) and texture(s) of tract
Sandy-Loam/Organic Muck
Vegetation on tract Widgeon grass, coastal .
Wetlands and-.grasses
Man-made features now on tractBridge, unpaved road
drainage canal
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
c. County Hyde 9
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
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. Has a professional archaeological survey been
carried out for the tract? no If so, by whom?
State N. C.
3/91

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. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
260'60' (avg_)
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 ppavement, buildings, rooftops.
Approx. 19% 1
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
Asphalt
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have these facilities received state or local approval?
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"). qi irfnnrro a ine_ff
in. Water supply source N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or 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
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Canal Excavation
?Eet?S?2f?f3B?l_
(MLW) or (NWL)
Boat basin
..y
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
b. Amount of material to be excavated from below
water level in cubic yards 200 C. Y.
Length- Width Depth
260' 30' avg. 1.4'

260' 30' avg ?.5 a

c. Type of material Sand, Muck
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
Yes
e. High ground excavation, in cubic yards
270 C. Y.
vg
2 3/91
f. Dimensions of spoil disposal area
Approved upland site
g. Location of spoil disposal area
Yet to be determined
h. Do you claim title to the disposal area?
If not, attach a letter granting permission from the
owner.Site yet to be determined
i. Will a disposal area be available for future
maintenance? Yet to be determined
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fill in cubic yards
270 C. Y.
m. Type of fill material Suitable borrow pit
n. Source of fillmaterial Local borrow pit
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material
N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water N/A
f. Type of fill material N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
o. Will fill material be placed on marsh or other
An accurate work plat (including plan view and cross
wetlands? Yes
sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paoer. (Refer to Coastal Resources
260' x 3` avg. Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
Please note that original drawings are preferred and
and erosion controlled?
Stringent erosion control measures. Mea surcqily high quality copies will be accepted. Blue-line
to include double silt fences above and prints or other larger plats are acceptable only if 18 high
below the construction site in drainage canEf?Vdity 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 example, dragline, backhoe, or hydraulic
of plat requirements and it must be sufficiently detailed
dredge)? Dragline, backhoe, dumptruck 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 clays 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 watenvard of mean high water or
normal waterlevel N/11
3/91
Name
Address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Name Any permit issued in response to this application will
Address allow only the development described in the application.
The project will be subject to conditions and restrictions
SEE SHEET 4 OF 4 contained in the permit.
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.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the day of SE _P_ , 19S,
Land wner or uthorizc agent
A statement on the use of public funds. if the pr6ject
involves tlic 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).

3/91
. S K E E T
IF U G E
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R
GAME L A I I SCALE
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9 -
III SCALE fOR 04ARGEMENTS _
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0 SCALE OF KILOMETERS ONE INCH EQUALS APPROA 21 KILOMETERS
10 20 JO AO /R \KA rstAN
1 MILE IS EQUAL TO 1.609 KILOMETERS \NAn01Ar
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7 R
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO. 11 tk CHANNEL CHANGE ON
SR-1111
DATE FEBUARY. L992
SHEET f OF ?}-

DRAINAGE CANAL
•• 26+a.
',FARA1 PATH pIPS,: 'A (
?fLc)p SAD 36 - - ?6 ------?---- -----------
_ 1 ;
„.TO' SR-1107 - ---P'
5 /
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/
/

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P,C.23+26.60
/ cz, !
/
SCALE. 1" = 50'
N. C. DEPT. OF TRANSPORTATION
DIVISION OV IIIG1114AYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO.11 & CHANNEL CHANGE ON
5R•-1111
DATE, FEBRUARY, 1992
SIILCT _2 0 F j-
5' D I'1' C 1 I
.Ip, v? O
3 L 95" X 67" CSPA
I)E`O'f1rS FILL BE11.0W 0. 11. Ir.
DENOTES ExCAV, BELOW O.H.W.
'w 1 y
SCALE:
PROFILE
1"= 50' IIORZ.
1"= 10' VERT.
PROP. GRADE
STA. 26+06
N.G.? N.G.?
- ?'
DED
DED EL. 6.3
GR. 0.1%
G0' LT. 40' 20' 0 20- 40' 60' RT.
Y-, to o
I STA. 2 6+0 6, 1.13'3 SI(EW
3 0 96" X 67" C.S.P.A.
CR. GR. EL. 13.3
Q-
li2 O.H.W. EL.c- 0.1 V `NATURAL. GROUND
BED
QED EL. 6.3
SCALE: 1"-20' IIORZ. / 1 10'- VERT. SEXTION B< --- >li
SECTION A---A '

I_
3 2'
??-- 2 0' --> j
?a 614. r A-l ' )i nrn?r
SCALE: 1"-20' IIORZ. / 1 10' VERT.
DENOTES EXCAV. BELOW O.H.W.
TOTAL FILL 1 4 OO C. Y.
FILL DELOW O.H.W. _ X70 c- y.
AVG. DAILY FLOW = Ic•F
EXCAV. BELOW O. H. W.='240 O C.Y
FILL IN WLT1,ANDS = O,JD*l
FILL IN SURFACE WATERS 0. 1&1 4cr(,
DENOTES FILr. BELOW 0.11.W.
N. G. OP TRANSPORTATION
DIVISION O IlIGIIWAYS
HYDE COUNTY
PROPOSED REPLACEMENT OF BRIDGE
NO.11 be CHANNEL CHANGE ON
SR- 1111.
DATE. FE lMLIARY , 1992
SIILL-,r _3 OF -:qL
-
4-01
+SQd'ca STA1E' qo
ti
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
June 18, 1992
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:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR

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
?z3z5
D N[ NOW, NiFli
I I i 4
2 12 'it
An Equal Opportunity/Affirmative Action Employer