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MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: _Roger_Thnrhe
dV---v/. YV L..1 LI11'1U J.,,. . ..--, -0111 i,..- i..-- ,, ..., .. .. ,...
1 d1.1111Y 1401 lit.; 1\l I)l) t 5iz ?_J 1 • •,..? l'I?
Project Number 01 0831 County2
Recvd From DCM Region Washington
Received Date 5130101 Recvd By Region
Project Type widen road
Pollnit Wutland VVullalId vv' '.':1)dU'liiI .? ?L
Type Type Impact Sc?>r" In?i X Prim. Supp. nn(l.
_
CAMn Waters O Y Q. N = -? ;f) -- - I -tiI; () ,03
Mitigation Wetland
MitigationType Type Aci :. F"'t
Is Wetland Rating Sheet Attached? Q Y Q N Did you request more iiilu? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y C N
Is Mitigation required? O Y 0 ii, Recouuuen.. ,;;ten: o lssuc IJJN\/?/ 11?? •;'
Provided by Region: Latitude (ddmmss) 35-71 Longitude (ddnu,i -) 761,901
Comments:
Site visit 06 Lune 01. Issue w/no conditions
cc: Regional Office
Central Office Page Number 1
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
24 May 2001
MEMORANDUM
TO: Mr. John R. Dorney, Environmental
Division of Water Quality
nma
NCDENR
?, Wq?R7lgyps
"°"?R ? UROUp '?
Biologic sor.
-,.,.. 11
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/Dredge and Fill Permit Application Review
Applicant: North Carolina Department of Transportation
Taylor's Beach
Project Location: SR 1234 in Tyrrell County near Columbia, North Carolina
Proposed Project: Refurbish and widen and existing road shoulder, stabilize the side slope
with riprap along the canal
Please indicate below your position or viewpoint on the proposed project and return this form by
13 June 2001. If you have any questions regarding the proposed project, please contact Steve
Trowell at 252-946-6481. When appropriate, in-depth comments with supporting data is
requested.
REPLY
Signed
Date
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
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended
changes are incorporated. See attached.
This office objects to the proposed project for reasons described in the
attached comments.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: On SR 1234 in Tyrrell County at Taylors Beach on a man made canal
connected to the Albemarle sound near Columbia, North Carolina.
Photo Index - 2000: 130-1533; G-16 1995: 130-1381; Q-8 1989: 1-62-2; 0-5
State Plane Coordinates - X: 2,798,600 Y: 813,200 Rover File: G051716A
Columbia West Quad. (Upper Right Corner)
3. INVESTIGATION TYPE: CAMA /Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/17/01
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 5/17/01
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA, CS
© Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: N/A
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - Riprap revetment
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 1,150 ftz
-
0 ??(kv
(Canal Bottom) 1
(C) Other 460 ftz
Upland
(D) Total Area Disturbed: 0.04 acres or 1,61 Oft'
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
8. PROJECT SUMMARY: Applicant proposes to refurbish and widen an existing road shoulder to 6' in
width along 115' of roadway adjacent a man made canal and stabilize the road shoulder with riprap.

Development Type FEE DCM %
143001601435100093 1625 6253 DWQ %
243001602 435100095 2341
1. Private, non-commercial
development that does not Involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
It. Public or commercial development
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
III. For development that Involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, if General water Quality $250 100%($250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%($400) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) I $400 60%(S240) 40%($160)
can not be applied:
µ
..

IV. For development that involves
the filling and/or excavation of more $475 60%($285) 40%($190)
than one acre of wetlands and/or
open water areas:
North Carolina Department of Transportation
SR 1234 at Taylors Beach
Tyrrell County
Project Setting
The project site is located on SR 1234 in Tyrrell County at Taylors Beach near Columbia,
North Carolina. Taylors Beach is a residential water front community with a canal system bisected
by SR 1234. A relatively undeveloped one acre parcel located in the central portion of the
community serves as a base for several commercial fishing operations. At the proposed project site
SR 1234 is a 20' wide paved roadway (two 10' travel lanes) that is bordered by the canal system on
both sides for approximately 200'. The road shoulders on either side are less than 6' in width and
have experienced some scouring over time. A 96" culvert under SR 1234 maintains flow to the
Albemarle Sound. The Division of Coastal Management jurisdiction only applies to the northern
half of the canal system. The top of the road shoulder slope is approximately 5.5' above the normal
water level in the canal. The road shoulder is vegetated with domestic grasses. The northern half
of the canal system at the project site is 60' wide and has three small docks located on the opposite
shore. Water depths in the canal are between 4' to 6'. The Albemarle Sound is classified as SB in
the vicinity of the project site.
Project Description
The applicant proposes to refurbish and widen the existing road shoulders to 6' and stabilize
the side slope with rip-rap for a distance of 115' along the canal. The new road shoulder will have
a side slope of 1.5:1. The rip-rap alignment will average 10' waterward of the normal water level
with a maximum distance waterward of 13'.
Project Impacts
The project as proposed will result in the filling of 1,150 ftz of canal bottom and 460 ft' of
uplands. There will be some localized short term turbidity during installation.
Steve Trowell - Wasington Regional Office - 23 May 2001
yn
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
May 7, 2001
Steve Trowell
Division of Coastal Management
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
LYNDO TIPPETT
SECRETARY
SUBJECT: Major Pernit for Road Shoulder Stabilization using rip-rap on SR
1234 (Taylor Beach Road) Tyrrell County
Dear Mr. Trowell
The Department of Transportation proposes to stabilize the shorebank with rip-
rap, damaged by previous storms, on Taylor Beach Road (SR 1234), Tyrrell County at
the Canal/Marina crossing at the existing pipe. Shoulders are less than 6 feet in some
places and are badly eroded and rounded. The pipe will not be replaced by this project.
The purpose of this project is to have 10 foot pavement, 6 foot of earth shoulder at a 1":
F fall, and 1.5:1 side slopes lined with "Class I" rip-rap to improve road safety. The rip-
rap will extend approximately 115 feet in length on the Marina side of the road and
average a distance waterward of 10 feet with a maximum distance waterward of 13 feet.
Because of the elevation and steep slope (elevation = 10 feet), no wetlands are impacted
but approximately 0.053 acres of existing high quality waters are impacted with rip-rap.
The NC DOT is requesting that the proposed project be authorized under the
Coastal Area Management Act major pen-nit. I have attached the MP-1, MP-2, vicinity
map, horizontal and vertical plats, and a check to cover pen-nit fees. If you have any
questions regarding this project please contact me at [phone].
Sincerely,
Don Conner, PE
Division Engineer-Division One
Kristen Shacochis
Division Environmental Officer
P.O. Box 850, Edenton, NC 27932 - Phone: [phone] Fax: [phone]
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT River Neck
a. Landowner:
c. Street address or secondary road number
SR 1234
Name N. C. Department of Transportation
Address P.O. Box 850
City Edenton State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name D. R. Conner, PE
Address P.O. Box 850
City Edenton State N.C.
Zip 27932 Day Phone [phone]
Fax
d. Is proposed work within city limits or planning
jurisdiction? Yes x No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Albemarle Sound
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.
Rip rap along shoreline
b. Is the proposed activity maintenance of an existing
project, new work, or both? Maintenance: repair
from storm damage
c. Will the project be for public, private or commercial
c. Project name (if any) SR 1234 (Taylor Beach use? public
Road), Tyrrell County
d. Give a brief description of purpose, use, methods of
NOTE: Permit will be issued in name of landowner(s), and/or construction and daily operations of proposed
project na,ne. project. If more space is needed, please attach
additional pages. 115 feet of Shoreline
stabilization on marina side of SR 1234.
2. LOCATION OF PROPOSED
PROJECT
a. County Tyrrell County
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
n. Describe location and type of discharges to water
the state. (For example, surface runoff, sanit
wastewater, industrial/commercial effluent, "w
down" and residential discharges.) n/a
b. Size of individual lot(s) n/a
c. Approximate elevation of tract above MHW or o. Describe existing drinking water supply source.
NWL 5.64 feet N/a
d. Soil type(s) and texture(s) of tract
Altavista: moderately well drained soils
e. Vegetation on tract mainly cultivated grass, some
Baccharis
f. Man-made features now on tract shoulder of road
and a pipe
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? _ Yes x No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
N/a
5. ADDITIONAL INFORMATION
In addition to the completed application form,
following items must be submitted:
• A copy of the deed (with state application only,'
other instrument under which the applicant claims
to the affected properties. If the applicant is
claiming to be the owner of said property, t
forward a copy of the deed or other instrument ur
which the owner claims title, plus written permis
from the owner to carry out the project.
• An accurate, dated work plat (including plan v
and cross-sectional drawings) drawn to scale in b.
ink on an 8 1/2" by 11" white paper. (Refer
Coastal Resources Commission Rule 7J.0203 ft
detailed description.)
Please note that original drawings are preferred
only high quality copies will be accepted. Blue-
prints or other larger plats are acceptable only i
adequate number of quality copies are providec
applicant. (Contact the U.S. Army Corps
Engineers regarding that agency's use of la
drawings.) A site or location map is a part of
requirements and it must be sufficiently detaile,
guide agency personnel unfamiliar with the area tc
the site. Include highway or secondary road
numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
, Form DCM-MP-1
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Obbie Roughton
Rt. 2. Box 185 Columbia NC 27925
Name H G and Jeannie Browning
Address 1230 Holly Briar Road Norfolk VA 23518
Phone
Name Phillip and Melony Carawan
Address PO Box 164 Columbia NC 27925
Phone
Name Steanie and Loretta R. Simmons
Address t. ox - Columbia 7925
0 A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
none
• 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
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 18 day of December , 2000.
Print Name Kristen Shacochis
01
Signaturw;p_
Landowner or tlzorized 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
Eydsting 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
a. Amount of material to be excavated from bel
MHW or NWL in cubic yards n/a
b. Type of material to be excavated n/a
c. Does the area to be excavated include coa
wetlands (marsh), submerged aquatic vegetat
(SAVs) or other wetlands? Yes x No
d. High ground excavation in cubic yards n/a
2. DISPOSAL OF EXCAVATED
MATERIAL
(See Attachment)
a. Location of disposal area n/a
b. Dimensions of disposal area n/a
c. Do you claim title to disposal area? N/a
Yes No
If no, attach a letter granting permission from
owner.
d. Will a disposal area be available for fu
maintenance? _ Yes _ No n/a
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
f. Does the disposal include any area in the water?
Yes k No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead x Riprap
b. Length 115 feet (within CAMA jurisdiction)
c. Average distance waterward of MHW or NWL
10 feet
d. Maximum distance waterward of MHW or NWL
13 feet
e. Shoreline erosion during preceding 12 months
erosion due to storms and tidal movement
(Source of ir?for7nation) NC DOT
f. Type of bulkhead or riprap material
Class 1 Rip Rap (Granite)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 110 cubic -yards
(2) Bulkhead backfill
h. Type of fill material NC DOT Class I Rip Rap
i. Source of fill material NC DOT approved Quarry
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water none
(2) Dimensions of fill area approximately 65
cubic yards
(3) Purpose of fill to provide adequate road
shoulder
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? DOT best management
practices, if required a sediment control curtain
would be used
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Excavator
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.
Kristen Shacochis, Environmental Officer
cant or Proj ame
__Z !?4?
Signature
May 7, 2001
Date
Revised 03/95

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