NCDOT 96-01 Fodrey Creek

0-
0
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commissic
Permit
for
X Major Development in an Area of
pursuant to'NCGS 113A-118
T �( Permit Number
®96-01
ytc)
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, P.O. Box 850, Edenton, NC 27932
Authorizing development in Hyde County at adiacent a manmade canal contiguous with
Fodrey Creek, SR 1136 (Landing Road) in Swan Quarter, as requested in the permittee's application dated
4/24/01, including attached workolan drawings (8), dated 219/01
This permit, issued on 9/l/01 , 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
De suoJccL w rines, mrrlprisumnum or civrm action; or may cause me perrmt to oe nuu ana void.
Installation of rock riarap and fill material along the road shoulder for
shoreline stabilization and shoulder widening
1) Fodrey Creek supports both spawning adult and juvenile anadromous fish. Therefore, no in -water work
shall be conducted from February 15 to September 1 of any year without the prior approval of the NC
Division of Coastal Management (DCM), in consultation with the NC Wildlife Resources Commission.
2) The authorized alignment of the proposed riprap must be staked by a representative of the Division of
Coastal Management within a maximum of 30 days prior to the start of any construction. Failure to
initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, will
require the alignment to be restaked by DCM within a maximum of 30 days prior to the new expected
start of construction.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the pennittee 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 Division approval.
All work must cease when the permit expires on
December 31, 2004
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
v F/
Mdha D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Perrnittee

N.C. Department of Transportation
ADDITIONAL CONDITIONS
Permit #96-01
Page 2 of 3
3) Placement of riprap shall be limited to the areas as depicted on the attached workplan drawings. The
riprap and associated fill material must be clean and free from loose dirt or any pollutant except in trace
quantities. It must be of a size sufficient to prevent its movement from the site by wave or current
action. The riprap material must consist of clean rock or masonry materials such as but not limited to
granite or broken concrete.
4) The riprap shall not extend waterward more than 8'/2 feet from the normal water level at any point along
its alignment at the time of construction.
5) Filter fabric associated with riprapfbackfill must be in place prior to the placement of any backfill.
6) All backfill material will be obtained from a high ground source. No unconfined backfill may be
discharged into estuarine or public trust waters. The fill material will be clean and free of any pollutants
except in trace quantities.
7) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
8) All work along the canal bank shall be contained within turbidity curtains. This requirement may be
waived by DCM after consultation with the N.C. Wildlife Resources Commission.
9) No vegetated wetlands will be excavated or filled.
10) This permit does not authorize any excavation. If any excavation is required, a modification of this
permit will be necessary.
Sedimentation and Erosion Control
11) This project is in a High Quality Water Zone and must comply with the Design Standards in Sensitive
Watersheds, 15A NCAC 4B .0124.
12) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
13) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within fifteen days of project completion.
14) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, riprap, etc.).
NOTE: Because of the sensitivity of the adjacent waters and the potential for fill material to be eroded
away prior to becoming stabilized, the permittee is encouraged to implement all practicable
measures to adequately stabilize this area to prevent sediment from entering adjacent waters.

N.C. Department of Transportation Permit #96-01
Page 3 of 3
ADDITIONAL CONDITIONS.
General
15) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions
caused thereby, without expense to the United States. No claim shall be made against the United States
on account of any such removal or alteration.
16) The authorized. activity will not cause an unacceptable interference with navigation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The N.C. Division of Water Quality authorized the proposed project on 6/22/01 (DWQ Project
No. 01-0718) under General Water Quality Certification No. 3258 and the Tar -Pamlico Buffer
Rules.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
198000291 (COE Action ID. No. 200110774), which was issued on 7/16/01.

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
ful w[Ve7;7:A11] Ilu• I
TO: Doug Huggett
FROM: Tracey Wheeler��J
THROUGH: Terry Moore
DATE: 13 June 2001
SUBJECT: Hyde County Land Use Plan Review
NC Department of Transportation
State Road 1136
Hyde County, North Carolina
--AN2
NCDENR11
'9
I have reviewed the CAMA Major Permit application submitted to this office by North Carolina
Department of Transportation for shoreline stabilization and shoulder widening in a manmade canal
adjacent to State Road 1136 in regards to the Hyde County Land Use Plan. My review indicates that the
proposal appears to be consistent with this Land Use Plan.
/TW
Washington District \ 943 Washington Square Mall, Washington, North Carolina
27889
Phone:[phone] \ FAX:[phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

DIVISION OF COASTAL MANAGEMENT -/
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: N.C. Department of Transportation County: Hyde County
LOCATION OF PROJECT: SR1136 on a manmade canal contiguous with Fodrey Creek in Swan Quarter
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 2 May 2001
FIELD RECOMMENDATION: Attached
CONSISTENCY DETERMINATION: To be forwarded
FIELD REPRESENTATIVE: Tracey Wheeler DISTRICT OFFICE:
DISTRICT MANAGER REVIEW: Z _ ':_ 4-
B) DATE APPLICATION RECEIVED IN RALEIGH:
PUBLIC NOTICE REC'D:
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE:
MAEL OUT DATE:
FEDERAL DUE DATE:
FEE REC'D:$
END OF NOTICE DATE:
DEED REC'D:
ON:
150 DAY DEADLINE:
STATE DUE DA
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY
DRAFT ON
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management (DWQ)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Division. of Water Resources
Division of Marine Fisheries
Submerged Lands (DMF)

r
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
MEMORANDUM
TO:
Doug Huggett
FROM:
Tracey Wheeler
THROUGH:
Terry Moore d
DATE:
4 June 2001
SUBJECT:
Application for CAMA Major Permit
NC Department of Transportation
State Road 1136
Hyde County, North Carolina
A
�
r �-
NCDENR
I have reviewed the application for a CAMA Major Permit submitted to this office by North
Carolina Department of Transportation in regards to the rules and regulations adopted by the CRC,
specifically NCAC 7H.0206, .0207, .0208 and .0209. My review indicates that the proposal appears to
be consistent with these regulations. However, the project as designed and shown on the plats provides
no method for preventing the earthen fill material from entering the adjacent waterbody. Therefore, if the
permit is issued, I recommend the following conditions be included:
1) Backfill material must be contained landward of the permitted riprap.
2) Filter fabric associated with riprap/backfill must be in place prior to the placement of any
backfill.
3) The riprap will not extend waterward more than 10 ft from the normal water level at any point
along its alignment.
4) The riprap must be free from loose dirt or any pollutant. It must be of a size sufficient to
prevent its movement from the site by wave or current action.
5) All backfill material will be obtained from a high ground source.
6) The riprap material must consist of clean rock or masonry materials such as, but not limited
to granite or broken concrete.
Washington District \ 943 Washington Square Mall, Washington, North Carolina
27889
Phone: [phone] \ FAX:[phone] \ Internet: http://dem2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER- 50% RECYCLED / 10% POST CONSUMER PAPER

NCDOT
SR 1136 Beaufort County
Page 2 37U10
7) The fill material will be clean and free of any pollutants except in tface quantities. Metal
products, organic materials, or unsightly debris will not be used.
8) In order to protect water quality, runoff from the construction area must not visibly increase
the amount of suspended sediments in the adjacent water.
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.
*Note: The applicant should contact the NC Division of Water Quality to determine compliance
with the Tar/Pamlico River Basin Buffer Rules. For more information concerning the Tar/Pamlico
Buffer Rule, contact Deborah Sawyer at [phone].

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT 10 al JUN 0 8 2001
APPLICANT'S NAME: NC Department of Transportation
2. LOCATION OF PROJECT SITE: Hyde Co. on SR 1136 on a manmade canal contiguous with Fodrey Creek
in Swan Quarter, North Carolina
Photo Index — 2000 113-1202; H:14-K17 1995 112-1184; T:14-V:16
State Plane Coordinates - X: 2,794,500 to 2,795,800 Y: 612,500 to 612,600
Swan Quarter Quadrangle Lower Left
Rover File # I042016A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 20 April 2001
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received — 2 May 2001
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP — Developed (Land) Conservation (Water)
(B) AEC(s) Involved: PTA, EW, CS, ORW
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - NA
Planned - NA
(F) Type of Structures: Existing — Two lane gravel road with narrow, unprotected shoulder
Planned - Rip rap along road shoulder
(G) Estimated Annual Rate of Erosion: f2' per year
Source — field observation
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
Canal Bottom
8,033 ft2
(C) Other
(D) Total Area Disturbed: 8,033 0.2 ac
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: Applicant proposes to place rock riprap along the shoreline of the existing canal and
place fill material over the rock.

NCDOT SR 1136
Hyde County
Project Setting
The applicant maintains a two lane asphalt road (SRI 136) adj acent to a manmade canal that
is contiguous with Fodrey Creek in Swan Quarter, Hyde County, North Carolina. The existing road
is approximately 25 feet wide with shoulders that are 1 to 4 feet wide. The northern road shoulder is
adjacent to a manmade canal canal, and is experiencing erosion in several areas. In a few small areas,
unauthorized rock or masonry material has been placed along the shoulder to protect the road and to
address safety concerns.
The project area is bordered on the south side by numerous commercial fishing businesses.
Vehicular traffic on this road consists of commercial fishermen, trucks transporting seafood,
employees of the local businesses, and customers of the seafood. houses. The north side of the project
area is a manmade canal. The opposite shore of the canal is, predominately coastal wetland and is
vegetated with Juncus roemerianus, Spartina cynosuroides, Distichlis s ip cats and Spartina patens.
The marsh covers several acres north of the project area.
There is a small undeveloped lot to the east of the project area. This lot is high ground
and is vegetated with a mix of upland grass species. There is a water control structure at the
culverted access to the lot. Immediately east of the lot is -the town of Swan Quarter. The west end
of the project area borders an old hotel site. There is an existing.dirt parking lot and the hotel
structure is still standing. The hotel has not been operational for several years, and is in disrepair.
Fodrey Creek classified SA ORW by the Environmental Management Commission and is not
open to shell fishing at this location.
Project Description
The applicant proposes to install 1050 ft of rock riprap an average of 7.65 ft waterward of
NWL in a manmade canal adjacent to an existing two lane road. The toe of the rock will be a
maximum distance of 8.25 ft waterward of NWL. The road shoulders will be widened by placing
filter fabric and sand over the riprap. Fill material will be brought to the site to create the wider
shoulders.
Anticipated Impacts
The project as proposed would impact 8,033 fe of canal bottom will be filled by the proposed
rip rap. Localized short term turbidity increases will result from construction activities.
Tracey L. Wheeler — 31 May 2001

a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 27, 2001
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
ATTENTION: Ms Tracy Wheeler, Coastal Field Representative
JUN 0 8 2001
LYNDO TIPPETT
SECRETARY
SUBJECT: Request for Authorization of shoreline stabilization on SR 1136 (Landing
Road) in Hyde County under a CAMA Major Permit
The North Carolina Department of Transportation proposes to stabilize 1050 feet
of the canal shoreline along Landing Road (SR 1136) with Class B rip -rap. The purpose
of this project is to stabilize the eroding shoreline that is the road shoulder to SR 1136.
This shoreline has been eroding due to wind tides about one foot per year. The rip -rap
will extend an average of 7.65 feet (maximum of 8.25 feet) from the shoreline and will
require about 247.3 cubic yards of stone to be placed below water level. Shoulder
construction will include rip -rap placed approximately one foot above high water level
and about 180 cubic yards of sand from one foot above high water level to existing
shoulder. Filter fabric will be placed between the rip -rap and the soil layer and the
shoulder will be planted with centipede grass.
I have enclosed a vicinity map, plat drawings, landowner signatures, pictures of
the site, and a check to cover all permit costs. If you have any questions about this
project, please contact me immediately.
Sincerely,
Don Conner, PE
Division Engineer -Division One
Kristen Shacochis
Division Environmental Officer
P.O. Box 850, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Cc: Mr. David Cox, NCWRC
Ms. Sarah Winslow, NCDMF
Mr. Ron Sechler, NMFS
Mr. Tom McCartney, USFWS
Mr. John Hennessy, NCDWQ
Mr. Sterling Baker, NCDOT
Mr. Michael Bell, ACOE
P.O. Box 850, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Form DCN1-,NIP-1
APPLICATION JUN 08200,
(To be completed by all applicants) f __
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Kristen Shacochis Environmental Officer
Address P.O. Box 850
City Edenton State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
c. Project name (if any) SR 1136 (Landing Road)
shoreline stabilization
NOTE: Pemur will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
b. City, town, community or landmark
Swan Ouarter
c. Street address or secondary road number
SR 1136
d. Is proposed work within city limits or planning
jurisdiction? X Yes _ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)A canal of Swan Quarter Bay
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.
Stabilize 1050 feet of canal shoreline adjacent to
SR 1136 (Landing Road) with Class B rip -rap
The rip -rap will extend a maximum of 8.25 feet
from the shoreline.
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
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. The purpose of this Proiect is to
stabilize an erodine shoreline that is the road
shoulder to SR 1136. The shoreline has been
eroding due to wind tides.
a. CountyHyde
Revised 03/95

Form DCM-MP-1
TWO O1 , o ME
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 N/A
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract Fescue
f. Man-made features now on tract Road shoulder,
dock some existing rip rap (concrete cinder block
and brick)
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation _ Transitional
x Developed _ Community
Rural Other
h. How is the tract zoned by local government?
Developed
i. Is the proposed project consistent with the applicable
zoning? x Yes No
(Attack 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, if available)
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.) N/A
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 permission
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 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
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
in. Describe existing wastewater treatment facilities.
*A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and

Form DCM-MP-1
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 Ms. Alma Davis
Address P.O. Box 276 Swan Ouarter, NC 27885
Phone
Name Ralph Jarvis
Address P.O. Box 248 Swan Quarter, NC 27885
Phone
Name Geri Pittman
Address 3545 Ouarter Road Swan Ouarter,NC
27885
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• 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
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
uu
JUN 0 8 2001 p
I understand that any issued in response to this
application will allow o yrthe 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,
gram 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 24 day of April 2001.
Print Name Kristen Shacochis. Environmental Officer
Signaturet—e�
Landowner or Audwrized Agent
Please indicate attachments pertaining to your proposed
project.
x DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
_ DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes _ No
d. High ground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL NIA
a.Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
—Yes _ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? —Yes —No
If yes, where?
Revised 03/95

FormDCM-MP-2 11�_�S ((< �S II 1/I
e. Does the disposal area include any coastal wetlands If yes, I I J(1N 0 8 2001 Iul
(marsh), SAVs or other wetlands? (1) Amount of material to be placedf in the
Yes _ No water none
(2) Dimensions of fill area 2 foot wide. 2 foot
f. Does the disposal include any area in the water? high, 1050 feet long (180 cubic yards)
_ Yes _ No
(3) Purpose of fill to create road shoulder
3. SHORELINE STABILIZATION (will be placed on too of rip -rap and
a. Type of shoreline stabilization sloped with original shoulder)
Bulkhead x Riprap b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
b. Length 1050 feet _ Yes x No
If yes,
c. Average distance waterward of MHW or NWL
(1) Dimensions of fill area
7.65 feet
d. Maximum distance waterward of MHW or NWL (2) Purpose of fill
8.25 feet
e. Shoreline erosion during preceding 12 months
+/-12 inches/ year
5. GENERAL
(Source of information a 11Cant
f. Type of bulkhead or riprap material
a. How will excavated or fill material be kept on site
NCDOT Class B Rip Rao (Granite)
and erosion controlled? DOT best management
practices
g. Amount of fill in cubic yards to be placed below
water level
(1)Riprap 247.3 cubic yards
(2) Bulkhead backfill N/A
b. What type of construction equipment will be used (for
h. Type of fill material NC DOT Class B Rip Rap
example, dragline, backhoe, or hydraulic dredge)?
Excavator, bulldozer, dumptrucks, backhoe
i. Source of fill material NC DOT Approved Guam
c. 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.
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes _ No
Kristen Shacochis, Environmental Officer
Appli t or Pro' Name
Signature
March 29, 2001
Date
Revised 03/95

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11
Subject: pictures
Date. Wed, 07 Feb 2001 15:04:33 -0500
Prom: "Ronnie L. Faulkner" <[e-mail]>
Organization: North Carolina Department of Transportation
To: "Sterling D. Baker" <sbaker@:lot.state.nc.us>
Pti.a),o 11 1
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JUN 0 8 2001
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NC Department of Transportation
8
Division of Highways
COUNTY: Hyde
SWAN QUARTER
QUAD: Swwgl...e4r
BASIN: Tar -Pamlico
PROJECT: Land Rd (SR-1136 )
DATE: February 9, 2001
vidnityMao
PERMIT DRAWING: 1 of 10

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3DTVoQu ('up.MthiMIlOQl urv, y4 oul DE049b S=OD.n:OSLS r_�MRs k:1:11,EM Ne :W D.0 MAW
DATE:
ent of Transportation
on of Highways
wanquarter
Tar -Pamlico
Proposed Sand Dune Repair
September 27, 1999

CIL
CANAL
-
COUNTY OF HYDE
PARKING LOT Top SLOPE
DEED BOOK : 19 I PIL
PAGE 96 PiZ .
SWAN QUARTER SERVICE GROUP
EP=EUCIJUF PAVEMENT NO DEED
GERI PITTIVIEN
3545 QUARTER ROAD
SWAN QUARTER
ROCK EAIUANKAIEN'r
Ldgend
PoWer Pble: d
Pbvbaierit:
Shodldr:r point:
Water Pipe: p:
Bulk Head: e e eb
Dock:
3
51101.11,UEIt POINT
0
ALMA DAVIS
NO DEED
P.O. BOY 276
SWAN QUARTER
NC Department of Transportation
Division of Highways
COUNTY: ' Hyde
QUAD: sww 1.„,. k.
BASIN: Tar-Pamllco
PROJECT: Land Rd (SR-1130 )
DATE: February 8, 2001
SCALE: V=40'
PERMIT DRAWING: 3 of I0-

7.37
EP SP
I I
a
C/L --
SOLI. STABILIZING FABRIC
1' ABOVE WATER
ROCK E1NIBANK.MENT__,-'
ec✓• 1.30
CIL
ROCK EMBANKMENT
a
SOIL STABILIZING
BOCK
ABRIC�
VADOVE
ROCK EMIL NKVIE`7T
EP-EDGE OF PAVEMENT
SP-SHOULDER POINT
PILL ARKA
N W L ELEVATION
NWL-7-3a
3' WATER Y J
_ hIUCK
CROSS-SEQTIQN @ Sta 3+00
EP-EDGE OF PAVEMENT
SP-SHOULDER POINT
ELEVATION
43
OF
=a
c I
o
ancc
CY"
o
�
r
CROSS-SECTION @ Sta 1+00
SYMBOLS
Proposed
Cross-section
— — — . Existing
Cross-section
SCALE
Horizontal: 1" = S
Vertical: 1" = 10,
i
—� NC Department of Transportation
Division of Highways
COUNTY: Hyde
BASIN: Tar -Pamlico
PROJECT: Landing Rd (SR-1136)
DATE: February 9,2001
STATION:
PERMIT DRAWING: �! of 10

_ y
s ¢ S x 6
CIL--\ �..r.F. OF 700iENT
CANAL
SHOULDERPOINT ^;`
TOP SLOPE
Ot R
ALMA DAVIS -01'
NO DEED,
P.O. BOX 276
SWAN QUARTER
ROCK EMBANKMENT

Cn
SP,
SOIL STABILIZING FABRIC
VABOVE WATER
TOE OVROCK EMBANKMENT
ROCK EMBANKMENT
EP-EDGE OF PAVEMENT
SP - SHOULDER POINT
FILLAREA ErMLELEVATION
NWL - 730.
3' WATER
MUCK-V —
SYMBOLS
Proposed
Cross-section
— — — — . Existing
Cross-section
SCALE
Horizontal: V' = s'
Vertical: 1" = to'
I NC Department of Transportation I
Division of Highways
COUNTY: Hyde
BASIN: Tar -Pamlico
PROJECT: Landing Rd (SR.1136)
DATE: February9,2001
STATION:
CROSS-SECTION @ Sta 5+00
PERMIT DRAWING:, of 10

L
7
it r
TOE OF ROCK EMBANKMENT
SHOULDER POINT
ALMA DAVIS
NO DEED
P.O. BOX 276
SWAN QUARTER
ROCK ENIBANKAIENT
0
C/L
OF PAVEMENT
6
N
CANAL
l n I �
n
'1'UF. OF RUCK EJIUANKJ11i�NT
TOPSLOPE TI P/L
RALPH JARVIS
NO DEED
P.O BOX 248
SWAN QUARTER

hJ; N.rS
EI SP RUBBLE TO BE REMOVED
AND AREA STABILIZE
`+Z., L
ElrlsT
FD.L .U2EA -- .
a.
SOIL STABILIZING FABRIC
RUCK EAIUANKMENT 4.5
EP-EDGE OF PAENIENT 1' ABOVE WATER —
SP-SHOULDER POINT ROCK EmB,cNKLViENT
CROSS-SECTION @ Sta 9+00
Fr✓- 1.2Y IF----3—
I EP SP
I' to 2'
CIL
SOIL 51'AIilL1ZING FABRIC
I'ABOVE WATER
O � 0(;X EAIBANKNMENT
c
z
0
I�
fv
0
0
FILL AREA
NWL ELEVATION
NWL-730
.✓ter .- -...- ,._...,,�._'__.
3' WATER
-- MUCK-1• _
SYMBOLS
Proposed
Cross-section
— — — - . Existing
Cross-section
SCALE
Horizontal:)"= SL
Vertical: 1" = Ib'
NWL-730 r----
9
3' WATER• /
NC Department of Transportation
Division of Highways
COUNTY: Hyde
EP-EDGE OF PAE�IENT BASIN: Ter -Pamlico
® PROJECT: Landing Rd (SR-1136)
SP-SHOULDER POINT DATE: February 9,2001
ROCK E;•IBANI3IENT STATION:
CROSS-SECTION @ Sta 7+00 PERMIT DRAWING: S of )D
9,(.

• v
N
�c
9 �01¢Pv���; t0 '`UULv��YU�yi
C/L
.i
14
ec 3+t� 1
t olu 1
CANAL
• �.TpY SLUYB
• TUE OF-ROeK EMBANKMENT
RALPH JARVIS
NO DEED
P.O BOX 248
SWAN QUARTER
jam_= NC Department of Transportation
ROCK EMBANKMENT . ' � Division Of Highways
COUNTY: Hyde
QUAD: -Cw%.,�w�..
BASIN: Tar -Pamlico
PROJECT: Land Rd (SR-1136 )
DATE: February 9, 2001
SCALE: 1"= 40'
PERMIT DRAWING: of ID

c
EP
SP
'C�=======-------
EP=EDGE OF PAVEMENT
SP-SHOULDER POINT
SYMBOLS
Proposed
Cross-section
Existing
Cross-section
SCALE
Horizontal: 1" = S'
Vertical: 1" = 10'
I NC Department of Transportation I
Division of Highways
COUNTY: Hyde
BASIN: Tar -Pamlico
PROJECT: Landing Rd (SR-1136)
DATE: February 9,2001
STATION:
CROSS-SECTION @ Sta 10+255
PERrdIT DRA6VING: _ ) of 10

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
TO: Jim Mulligan
Deborah Sawyer
i
FROM: Tracey L. Wheeler
DATE: 5 June 2001
NCDENR
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
NC Department of Transportation
SR 1136 on a manmade canal contiguous
with Fodrey Creek in Swan Quarter
Hyde County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which was received
by me on 2 May 2001. I am considering this application complete, have acknowledged receipt,
and begun processing.
If you have any questions do not hesitate to contact me.
TLW/ksf
0 (y
Washington District \ 943 Washington Square Mall, Washington, North
27889
Phone: [phone] \ FAX:[phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATWE ACTION EMPLOYER - 50% RECYCLED 1 10% POST CONSUMER PAPER

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
Mr. D.R. Conner, P.E.
NC Department of Transportation
P.O. Box 850
Edenton, NC 27932
ATTN: Ms. Kristen Shacochis
Dear Mr. Conner:
24 April 2001
q �"0\
This letter is in reference to the application for a CAMA Major permit received by this
office on 20 April 2001 for the installation of rock riprap adjacent to the existing road shoulder
on SR 1136. This work is proposed in a manmade canal contiguous with Swan Quarter Bay in
the town of Swan Quarter in Hyde County, North Carolina.
I have reviewed the application and have found items that need to be addressed prior to
accepting the application as complete.
Overall
DCM-MP-1
The names and addresses of the adjacent riparian property owners must be included in the
permit application.
DCM-MP-2
The chart on this page is for excavation and fill activities not associated with shoreline
stabilization.
2. Remove "See Attachment".
3.e. This information is applicable, and should be provided.
Washington District \ 943 Washington Square Mall, Washington, North Carolina

Mr. D.R. Conner, P.E.
Page 2
24 April 2001
Plats
Plats I of 10 and 2 of 10 show the project location in different areas of the road.
Please confirm the orientation of the North arrow on all plats.
4 of 10 and 6 of 10
The cross section drawings show fill areas on top of the rock; however, no fill is described in the
application. If additional fill is proposed, this information must be included on form DCM-MP-2.
I am returning the entire application package, including your $475 check (#7345), to you so that
these items can be addressed. As soon as you can provide this information to me and I can accept
the application as complete, the 75-day processing time can begin. If I can provide you with any
assistance, please call me at [phone].
Sincerely,
Tracey L. Wheeler
Coastal Management Representative
cc: -Charles Jones- Assistant Director, DCM
Terry Moore - District Manager, Washington Regional Office, DCM
Doug Huggett - Major Permits Chief, DCM
Cathy Brittingham - Transportation Project Coordinator
Bill Arrington — Coastal Management Representative
Raleigh Bland - US Army Corps of Engineers
Kristin Shacochis - NCDOT