NCDOT 20-01 Pamlico River

Permit Class l Permit Number
NEW rI 20-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
hermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, P.O. Box 1587, Greenville, NC 27835
Authorizing development in Beaufort County at Adj. a manmade canal contiguous with Pamlico River
and Chocowinity Bay, SR 1182 near Washington, NC, as requested in the permittee's application dated 12/6/00.
including attached workplan drawings (2), dated 1216/00
This permit, issued on 2122/O1 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Installation of rock riaran alone the road shoulder
1) The authorized alignment of the 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.
2) No vegetated wetlands will be excavated or filled.
3) No excavation will occur within waters of the United States.
4) Filter fabric associated with riprap/backfill must be in place prior to the placement of any backfill.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2004
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
. v
Donn . offitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

N.C. Department of Transportation Permit #20-01
Page 2 of 2
ADDITIONAL CONDITIONS
5) The riprap will not extend waterward more than 10 feet from the normal water level at any point along
its alignment.
6) All backfill material will be obtained from a high ground source, and confined behind the permitted
riprap.
7) No unconfined backfill may be discharged into estuarine or public trust waters.
8) The fill material will be clean and free of any pollutants except in trace quantities.
9) Placement of riprap shall be limited to the areas as depicted on the attached workplan drawings. The
riprap material 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. The riprap material must consist of clean rock or
masonry materials such as but not limited to granite or broken concrete.
10) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
Sedimentation and Erosion Control
11) In order to protect water quality, runoff from the construction area must not visibly increase the amount
of suspended sediments in adjacent waters.
12) 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, sand fence, etc.).
General
13) 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.
14) 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 has authorized the proposed project under General Water
Quality Certification No. 3274 (DWQ Project No. 00-1573), which was issued on 2/2/2001.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action ID. No.
200110244.

ti 9 41/
DIVLSION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING REC
1) APPLICANT: N.C. Department of Transportation County: Beaufort County DEC � g 2000
LOCATION OF PROJECT: SR 1182 on the Pamlico River and Chocowinity Bay GEME
M EHEAD
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 18 December 2000
FIELD RECOMMENDATION: Attached
CONSISTENCY DETERMINATION: To be forwarded
FIELD REPRESENTATIVE: Tracey Wheeler DISTRICT OFFICE: Washington
DISTRICT MANAGER REVIEW: / •�
B) DATE APPLICATION RECEIVED IN RALEIGH: FEE REC'D:$
PUBLIC NOTICE REC'D: END OF NOTICE DATE:
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE:
MAIL OUT DATE:
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE
DEED REC'D:
M
150 DAY DEADLINE:
STATE DUE DATE:
FED COMMENTS REC'D:
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)
71

MEMORANDUM
TO: Doug Huggett
FROM: Tracey Wheeler 1-o
THROUGH: Terry Moore -77n
DATE: 13 December 2000
SUBJECT: Application for CAMA Major Permit
NC Department of Transportation
State Road 1182
Beaufort County, North Carolina
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. If
the permit is issued, I recommend the following conditions be included:
Conditions:
1) The riprap will not extend waterward more than 10 ft from the normal water
level at any point along its alignment.
2) Filter fabric associated with riprap/backfill must be in place prior to the
placement of any backfill.
3) No unconfined backfill may be discharged into estuarine or public trust waters.
4) The riprap must be 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, and confined
behind the permitted riprap.
6) The riprap material must consist of clean rock or masonry materials such as,
but not limited to granite or broken concrete.
7) The fill material will be clean and free of any pollutants except in trace
quantities. Metal products, organic materials, or unsightly debris will not be used.
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.

NCDOT DEC 12 2000
SR 1182 Beaufort County[ I
Page 2 ASMAnoc N QEMEi
9) The permittee will maintain the authorized work in good condition and in
conformance with the terns 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 parry.
*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 -,� g
FIELD INVESTIGATION REPORT"
1. APPLICANT'S NAME: NC Department of Transportation III 0FO 2 2 2000
2. LOCATION OF PROJECT SITE: Beaufort Co. on SR 1182 on a mam ar��iis th the
Pamlico River and Chocowinity Bay near Washington, North Carolina MORE
Photo Index - 1995: 99-1047; W15-X14 1989: 63-2 H10-K9
State Plane Coordinates - X: 2,586,200 Y: 245,000
Washington Quadrangle Lower Right
Rover File # I121219A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -12 December 2000
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -18 December 2000
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Conservation (water) Developed (land)
(B) AEC(s) Involved: PTA, EW, ES, PTS, CW
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - NA
Planned - NA
(F) Type of Structures: Existing - Two lane asphalt road
Planned - Riprap installed 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
Coastal Wetlands
80 ft2
(B) Non -Vegetated Wetlands
41550 ft'-
Canal Bottom
(C) Other
2,275 ftz
Uplands
(D) Total Area Disturbed: 6,905 ft 0.2 ac
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW Open: No
8. PROJECT SUMMARY: Applicant proposes to install rock riprap along the existing road shoulder to protect
the road from erosion.

NCDOT SR 1182
Beaufort County
Project Setting
DFC 2 2 NO
The applicant maintains a two lane asphalt road (SRI 182) adjacent to a manmade canal that
connects to Chocowinity Bay and the Pamlico River near Washington in Beaufort County, North
Carolina. The existing road is approximately 25 feet wide with shoulders that are 3 to 18 feet wide.
The road was constructed on a filled causeway through a coastal wetland and is elevated
approximately 4 ft above the normal water level (NWL) in the canal. The eastern road shoulder
drops sharply to the canal, and is experiencing erosion in several areas. In 1990, NCDOT was issued
a Notice of Violation (# 90-22B) for unauthorized placement of broken concrete and dirt along the
road shoulder in an attempt to retard the erosion.
The project area is bordered on the north and south sides by manmade canals that run
adjacent to developed residential areas. The canal banks are stabilized on most of the developed lots,
and are vegetated with lawn grass immediately adjacent to the bulkheads. There is a 20 ft by 4 ft
fringe of Spartina cmosuroides in the northeast corner of the project area between an existing
bulkhead and a small area of broken concrete in a subsided area of NCDOT's road shoulder.
The east and west sides of the project area are predominately coastal wetland and are
vegetated with Spartina cynosuroides, and a fringe of Spartina pat ens. The road shoulders are 3 to 18
ft wide and are vegetated with various upland grass species.
The Pamlico River and Chocowinity Bay are classified SB NSW by the
Environmental Management Commission and are not open to shell fishing at this location.
Project Description
The applicant proposes to install 910 ft of rock riprap an average of 5 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 10 ft waterward of NWL. The road shoulders will be widened to an average of 8 ft from
the edge of the riprap to the edge of pavement. Fill material will be brought to the site to create the
wider shoulders.
Anticipated Impacts
The project as proposed would impact 6,905 ft . Approximately 4,550 fe of canal bottom and
an 80 ftZ coastal wetland fringe will be filled by the proposed rip rap. Approximately 2,275 ft2 of
highground will be filled to widen the existing road shoulder. Localized short term turbidity
increases will result from construction activities.
Tracey L. Wheeler —13 December 2000

Form MINI-MP-1
APPLICATIO
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name. Jay Johnson, -NCDOT Div. 2
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
C. Project name (if any) SR 1182 Beaufort
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
b. City, town, community or landmark
Whichard Beach
c. Street address or secondary road number
SR 1182
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) Chocowinity 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.
Shoreline stabilization
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose: To stabilize shoreline
to improve safety and traffic movements.
NWMODS OF CONSTRUCTION: Standard roadway
construction methods; DAII Y
OPERATIONS: Conveyance of vehicular traffic
a. County Beaufort
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL N/A
d. Soil type(s) and texture(s) of tract
Currituck Muck
e. Vegetation on tract SSpartina cvnosuroides.
SSRartina patens
f. Man-made features now on tract Existing Asphalt
road and steel culverts.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
_ Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? _ Yes No N/A
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? _Yes X_ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? No
(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.) Surface Runoff
o. Describe existing drinking water supply source.
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 7J.0203 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.
m. Describe existing wastewater treatment facilities.
OA Stormwater Certification, if one is necessary.

Form DCM-MP-1
•A Stormwater Certification, if one is necessary.
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a 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 Leslie Wdliam Jordan Jr.
Address P.O. Box 1086
Washington, N.C. 27889
Name Warren G and William Whichard
Address P.O. Box 746
Washington, N.C. 27889
Name Bayside Shores Homeowners Association c/o
Ottis Potter
Address 231 E. Bayside Shore Dr.
Chocowinity, N.C. 27889
Name
Address
• 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 $400 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
DEC 2 2 2000
compliance wi 4North Carolina
& 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 6 th day of Dec. 2000
Print Name Jay Johnson
Signature
Landof or tho ed 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
NG.DoT
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Pemvt, 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
(Mrw) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
SR{Elfl
Beav&l- .
1. EXCAVATION
a. Amount of material to be excavated from below
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 coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _ No
N/A
d. High ground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
_ Yes _ No N/A
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
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 —No N/A
f. Does the disposal include any area in the water?
Yes _ No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
_Bulkhead X Riprap
b. Length 910'
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e.
Shoreline erosion during preceding 12 months
.5'
(Source of information)
f. Type of bulkhead or riprap material Class B Rip
Rap
g. Amount of fill in cubic yards to be placed below
water level
(1)RiprapM = 505 C% Yds.
(2) Bulkhead backfill
h. Type of fill material Sandy Loam
i. Source of fill material Local
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
DEC 2 2 2000
(1) Amount of Omutt� 16 Np6edl in the
water i\ n
(2) Dimensions of fill area 10' x 910'
(3) Purpose of fill To Backfill road where
eroded
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
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt Fence
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Standard road construction equipment
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.
Revised 03/95

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�CC
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MWL = MEAN WATER LEVEL

eINA
A
NCDENR
JAMES B. HUNT JR.
GOVERNOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
BILL HOLMAN MEMORANDUM
SECRETARY
DONNA D. MOFFITT DIRECTOR 1 TO: Jim Mulligan
Deborah Sawyer
FROM: Tracey L. Wheeler
DATE: 19 December 2000
DEC 2 2 2000
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
NC Department of Transportation
SR 1182 on the Pamlico River and Chocowinity Bay
in Washington, Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which
was received by me on 18 December 2000. 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
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL, WASHINGTON, NC 27889
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10°p' POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]B

e
A=26
NCDENR
JAMES B. HUNT JR.
GOVERNOR
BILL HOLMAN
SECRETARY
DONNA D. MOFFITT
DIRECTOR
NORTH CAROLINA DE TMENT OF
ENVIRONMENT AND NATURAL ESOURCES
DIVISION OF COASTAL MANAGEMENT
30 November 2000
Mr. Jay Johnson
Division 2
Environmental Officer
NC Department of Transportation
P.O. Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
DEC 0 4 2000
This letter is in reference to the application for a CAMA Major permit received
by this office on 20 November 2000 for shoreline stabilization adjacent to SR 1182 on a
manmade canal contiguous with Chocowinity Bay near the city of Washington in Beaufort
County, North Carolina. I have reviewed the application and have found the following
items that need to be addressed prior to accepting the application as complete.
Overall
The combined processing fee for a project involving more than 150 ft of stream impact
is $475. Please submit a check for this amount payable to NCDENR, and we will forward
the appropriate application fee to the Division of Water Quality for the 401 Certification.
A page of the application form is missing from the package. Questions 4 and 5 were not
included with the submitted application.
2.e. Waterbody is Chocowinity Bay.
Kouva w
The table is for activities excluding shoreline stabilization. No information should be
entered here.
2. No excavation is proposed, therefore, "See Attached" is not appropriate.
3. The proposed work is shoreline stabilization; therefore N/A is not appropriate.
4.b. States that coastal wetlands, SAV's or other wetlands will be filled. No wetlands are
shown on the plats. Is the entire 10' by 910
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION
' shoulder wetland? `
�a�la
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL, WASHINGTON, NC 27889
PHONE: [phone] FA%:252-97S-3716
EMPLOYER - SO°p' RECYCLED / 10°p' POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

Mr. Jay Johnson
27 November 2000
Page 2
Overall
Three plats were included with the permit application. They are not numbered. Plats must be numbered
and dated.
The location map is not labeled, has no North arrow, and has no title.
The plan view drawing is not numbered. DCM-MP3 states that wetlands will be filled, however, none
are shown on the drawing.
The cross-section drawing is not numbered.
I am returning the entire application package, including your $400 check (48263), 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. When the permit is issued, I will be glad
to meet you or another NCDOT representative to discuss the permitted riprap alignment. If I can provide
you with any assistance, please call me at [phone] ex 298.
Sincerely,
Tracey L. Wheeler
Coastal Management Representative
cc: L—Charles Jones- Assistant Director, DCM
Terry Moore - District Manager, Washington Regional Office, DCM
Doug Huggett - Major Permits Chief, DCM
Cathy Brittingham- DCM
Raleigh Bland - US Army Corps of Engineers

�T llof"2 BAYEIDE EHORRP.. R.OAD
BEAUFORT COUNTY
0
WARREN G AND WILLIAM WHICHARD
PO BOX 746
I I20 WASHINGTON, NC 27889 15 /0
II DB/PG 731/34
I WIDTHAAPFROX.20MR061 CL
-- TO TOP OF RIP RAP
I I\-- -- - S f 52' 02.9" W
T T — SR 1182 BAYSIDE, SHORES ROAD
WODOEN
BRIDGE
EsYSIDE SHAPES
hIO�OTTIS EFOTTi TALC.
2jI E. 1Y5/DTF SHOR€ DR.
Ch'G OW/NI Y. N 21 El'
-------7—T
✓20'± . l0'MAX RIP PAP WIDTH END
END CANAL \5'AVE.R/F R'.P WIDTH Il5'±RIPRAP
RIPRAP REFCR TO CP,OSS SECTION
EX.
MARSH =
_
_ = k
Y
t
k WARREN G AND WILLIAM WHICHARD
' PO BOX 746
' WASHINGTON, NC 27889
' DB/PG '131/34 _
DEC 2 2 zom
LESLIE WILLIAM JORDAN JR
PO BOX 1086
WASHINGTON, NC 27889
RFVISEO 8114100 ORB
W0.
SR 1162
BEAUFORT CO
SCALE: r - l00'
BAYSIDE SHORES
SURVEYED 2116100
CHOCOWIN?Y TOWNSHIP
N C OEPT.OF TRANSPORTATION
DIVISION 2 DISTRICT I
DRAWN BY DRS 2117
CHECKED BY SON