28954_NC DOT_20010910

CAMA and DREDGE AND FILL
G E N E R A L954
P E R M I T xo�j! 26
as authorized by the State of North Carolina
Department of Environment and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
Applicant Name Phone Number
Address
City
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
State Zip
PROJECT DESCRIPTION SKETCH
(SCALE:
)
Pier (dock) Length
oe
211V
Groin Length
number
+l
,C
:
r'V tt
Bulkhead Length
max. distance offshoreBasin,
channel dimensionscubic
;-La—
yards
Boat ramp dimensions
}
a
other
;
J
This permit is subject to compliance with this application, site drawing
and attached general and specific conditions. Any violation of these terms
may subject the permittee to a fine, imprisonment or civil action; and
may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit of-
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project is consistent with the local
land use plan and all local ordinances, and 2) a written statement has
been obtained from adjacent riparian landowners certifying that they
have no objections to the proposed work.
In issuing this permit the State of North Carolina certifies that this project
is consistent with the North Carolina Coastal Management Program.
applicant's signature
permit officer's signature
issuing date expiration date
attachments
application fee

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
September 12, 2001
NC Department of Transportation
C/o Jay Johnson
P.O. Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit #C-28954 to replace 3 culverts in Carteret County at SR 1341 (Straits
Point Road) east of the intersection with SR 1335 (Harker's Island Road).
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the signed yellow and pink copies to us in the enclosed, self-
addressed envelope.
We appreciate your early attention in this matter.
Sincerely,
Bill Arrington
D.O.T. Field Representative
BA/srk
Enclosures
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

DEPARTMENT OF TRANSPORTATION
DIVISION 02 OFFICE
P. O. BOX 1587
GREENVILLE, NC 27835
Pay
Pay N.C.D.E.N.R.
to the
Order of GREENVILLE, NC 27835
w
DATE 08/07/2001
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/6/01
Lloyd James Shuler
264 Kountry Rd.
Thomasville, N.C. 27360
Dear Mr. Shuler:
A 132001
2001
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 32' x 24" culvert with a 40' x 30" aluminum pipe onsite of his/her property located on SR
1341
in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dent. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
(Signature)
(Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/6/01
James Harris
246 Straits Point Rd.
Beaufort, N.C. 28516
Dear Mr. Harris:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 32' x 18" culvert with a 40' x 30" aluminum pipe onsite of his/her property located on SR
1341
in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely.
f I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
-�- (Signature)
�� jr _ Z r7� (Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/6/01
Stephen Wayne Styron
211 Straits Point Road
Beaufort, N.C. 28516
Dear Mr. Styron:
AUG 13 2001
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 39C x 24" culvert with a 40' x 30" aluminum pipe onsite of his/her property located on SR
1341
in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Deg of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza 11
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
— I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
6A, -Y,
VV (Signature)
IV �� —� (Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/6/01
Stephen Wayne Styron
211 Straits Point Road
Beaufort, N.C. 28516
Dear Mr. Styron:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 30' x 24" culvert with a 40' x 30" aluminum pipe onsite of his/her property located on SR
1341
in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely.
_ I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
(Signature)
_ (Date)

Form DCM-MP-S
Dxvl]LP Iri
G-"-1 S A Nq
CULVERTS
Attach this fonn to Joint Application for CAMA Major j
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
ICO v- A f< +in v'e voi Ir'w� a-' .
SW /3W
h�u 3 0 2001 i
Cali==,
i
Will the proposed bridge affect existing water flow?
_ _Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
Will the proposed bridge
reducing or increasing the
opening? Yes _ No
If yes, explain
affect navigation by
existing navigable
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
e. Will proposed bridge replace an existing bridge?
_=Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
n.
2.
Have you contacted the U.S. Coast Guard concerning
their approval?
Yes No
If yes, please provide record of their action.
CULVERTS
(4) Will all, or a part of, the existing bridge be
removed? (Explain).
a.
Water body in which culvert is to be placed
Unmarked
Tributary to the Straits
f. Will proposed bridge replace an existing culvert(s)?
b.
Number of culverts proposed 3 n 30" x 40'
Yes No
Corrugated Aluminum Pipe
If yes,
(1) Length of existing culvert
c.
Type of culvert (construction material, style)
(2) Width of existing culvert
Aluminum
(3) Height of the top of the existing culvert above
d.
Will proposed culvert replace an existing bridge?
the MHW or NWL
Yes X No
(4) Will all, or a part of, the existing culvert be
If yes,
removed? (Explain)
(1) Length of existing bridge
(2) Width of existing bridge
g. Length of proposed bridge
(3) Navigation clearance underneath existing
bridge
h. Width of proposed bridge
(4) Will all, or a part of, the existing bridge be
i. Height of proposed bridge above wetlands
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Revised 03/9.5

Form DCM-MP-5
X Yes --No
If yes,
(1) Length of existing
1=179
J N`v 2001 c Will the placement of the proposed bridge or culvert
require any highground excavation?
l 30' 2=32'DN!�i�T j X Yes No
If yes, 1,2,3= 120 Sq Ft. each Totaling 360 Sq Ft.
Revised 03195
(2) Width of existing culvert 1=24", 2=24",
(1) Length of area to be excavated
3=18"
(2) Width of area to be excavated
(3) Height of the top of the existing culvert above
(3) Amount of material to be excavated in cubic
the MHW or NWL 1=1', 2=.5', 3=.17'
yards 27 Cu. Yds.
(4) Will all, or a part of, the existing culvert be
removed? (Explain)Yes, The existing culvert
d. If the placement of the bridge or culvert involves any
will be removed and replaced with the new
excavation, please complete the following:
culvert.
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
f.
Length of -proposed culvert 1,2.3= 40'
(2) Dimensions of spoil disposal area
g.
Width of proposed culvert 1=30" 2=24" 3=30"
20' x 20' at each pipe crossing
(3) Do you claim title to the disposal area?
h.
Height of the top of the proposed culvert above the
X Yes No
MHW or NWL 1,2,3=.67'
If no, attach a letter granting pennission from
the owner.
i.
Will the proposed culvert affect existing water flow?
(4) Will the disposal area be available for future
Yes X No
maintenance? X Yes No
If yes, explain
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
j.
Will the proposed culvert affect existing navigation
If yes, give dimensions if different from (2)
potential? Yes X No
above.
If yes, explain
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
3.
EXCAVATION AND FILL
above.
e. Will the placement of the proposed bridge or culvert
a.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
require any excavation below the MHW or NWL?
described in Item d. above) to be placed below MHW
X No
or NWL? X Yes _ No
_Yes _ _
If yes,
If yes,
(1) Length of area to be excavated 1=42',
(1) Length of area to be filled
2&3=41'
(2) Width of area to be filled
(2) Width of area to be excavated 1,2,3=3'
(3) Purpose of fill Backfill over new length of
(3) Depth of area to be excavated 1,2,3=2'
pipe and beside culvert culvert
(4) Amount of material to be excavated in cubic
yards 1,2,3=10 cu yds each
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
b.
Will the placement of the proposed bridge or culvert
described in Item d. above) to be placed within:
require any excavation within:
_Coastal Wetlands _ SAVs Other Wetlands
X Coastal Wetlands SAVs Other Wetlands
If yes,
_
If yes, 1= 39 Sq Ft. 2= 60 Sq Ft. 3= 39 Sq Ft.
(1) Length of area to be filled
(l) Length of area to be excavated
(2) Width of area to be filled
(2) Width of area to be excavated
(3) Purpose of fill
(3) Amount of material to be excavated in cubic
Revised 03195

Form DCM-MP-5
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3 ) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Typical Bridge construction equipment
g. 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.
li. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
_ _Yes X No
If yes, explain in detail
Revised 03/95
NCDOT-Carteret SR 1341
Applicant or Project Name
Signature
0
Date

PROJECT NO. 0.102291 CROSS SECTION OF
DATE JULY 27, 2001
CULVERT CROSSING
ROAD SR 1341
ROAD NAME STRAITS POINT
ROUND PIPE
ROAD
COUNTY CARTERET}'
3p2001
PIPE NUMBER
EXISTING 30'x24" CONCRETE PIPE
3'
ROAD
SR 1341
0.5'
EXISTING 30'.2,' CONCRETE PIPE
AREA TO BE EXCAVATED 1.0
AND BACKFILLED HIM
1.01
UNDERCUT & NOT TO SCALE
BACKFILL
PROPOSED 40'x30° RCP
ROAD
SR Imo`
� 1.5
PROPOSED 40'x30" RCP
\ / MML PROPOSED PIPE
AREA TO BE EXCAVATED
AND BACKFILLED 0'67'
\ 1
12' MINIMUM BEDDING
PIPE BURIED I' BELOW
;= STREAM BED
UNDERCUT & NOT TO SCALE
BACKFILL
TOP VIEW
O_
w w
C Z Z Q
_1 W W J
0
0 W W O
= i i =
�^ Q Q V1
a a
ZZ C,1. -a o
Ll
COASTAL WETLANDSx �^
j u x COASTAL WETLAND
w o o w
w w yyyyy
EXCAVATION ABOVE NWL: ___R P __
32' L X 3' W x 0.5' D = 2 CUBIC YARDS 9 SQUARE FEET OF
COASTAL WETLAND EXCAVATION
EXCAVATION BELOW NWL
42" L x 3' W x 2' D = 10 CUBIC YARDS 30 SQUARE FEET OF
COASTAL WETLAND EXCAVATION

PROJECT NO. 6.162291
CROSS SECTION OF
DATE JULY 27, 2001
CULVERT CROSSING
ROAD SIS 1341
ROAD NAME STRAITS POINT
ROAD
COUNTY CARTERET
®UNI) FIFE
�vu
!
'
3 p 2001 v
1pa�o t -f9 eA161
TRIPE NUMBER
21EADMFP�T
EXISTING 32'2,4" CONCRETE FIFE
ROAD
773 -
SR 1341
10-5,
EXIST. 32'x24" CP
AREA TO BE EXCAVATED
AND BACKFILLED
0'5 INWL
i
1.5'
UNDERCUT &
BACKFILL
NOT TO SCALE
PROPOSED
40'x 30" RCP
ROAD
SR 1�`
3,
105'
PROPOSED 40'x
/ NwL PPOPOSED PIPE
30" RCP
AREA TO BE EXCAVATED ,'-0.6
AND BACKFILLED
7'
i
12' MINIMUM BEDDING
i� PIPE BURIED I' BELOW STREAM BED
UNDERCUT & NOT TO SCALE
BACKFILL
TOP VIEW
1—
EXISTING SHOULDER
z z
w w
uj ui
w
w
a a
CIL o_
0 0
40 SQUARE FEET OF w w
COASTAL EXCAVATION c� v
COASTAL WETLANDS
O ui
EXCAVATION ABOVE NWL:
w w
___
33' L x 3' W x I' D= 4 CUBIC YARDS
PRP 40' x ' R P
COASTAL WETLANDS
EXCAVATION BELOW NWL
EXISTING SHOULDEP
41' L x 3' W x 2' D = 10 CUBIC YARDS
20 SQUARE FEET OF
COASTAL EXCAVATION

PROJECT N 0 . 6.162291 CROSS SECTION OF
DATE JULY 27, 2001 ---- ---- ----
CULVERT CROSSING,
ROAD SR 1341 �1
ROAD NAME STRAITS POINT ;I
ROAD ROUND PIPE(�, u 3 0 2001
COUNTY CARTERET
;F 1Ah; "E6A 111
/o 9/41a� PIPE NUMBER� ���A[)
EXISTING 32'x18" CONCRETE PIPE
ROAD
SR 1341
0.5' '
EXISTING 32'x18' CP
AREA TO BE EXCAVATED /
AND BACKFILLED NWL
4NOTTO
UNDERCUT fl CALE
BACKFILL
PROPOSED 40'x 30" RCP
ROAD
sR Imo\ 3,
1.5'
PROPOSED 40' x 30' RCP
NWL
PROPOSED PIPE
AREA TO BE EXCAVATED 0.67"
AND BACKFILLED
12' MINIMUM BEDDING
= PIPE BURIED I' BELOW STREAM BED
UNDERCUT a NOT TO SCALE
BACKFILL
cr
cr uj
W Z Z p
p W W J
J WW O
7
> > _
COASTAL WETLANDS a TOP VIEW a v'
() LL LL Z
9 CUBIC FEET OF o COASTAL WETLAN S
COASTAL WETLAND EXCAVATION x
EXCAVATION ABOVE NWLo .. w o wmvvvvg
33' L X 3' W X I' D = 4 CUBIC YARDS PROPOSED 40' x 30' RCF.
xxxxx
EXCAVATION BELOW NWL
41'. L x 3' W x 2' D = 10 CUBIC YARDS
30 CUBIC FEET OF
COASTAL WETLAND EXCAVATION

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See Sheel i -A For Index of Steets
See Sleet I -B For Conventionol Symbols
FOR PERMITTING ONLY!
NOT FOR CONSTRUCTION; 200
ml 0;_11 I- _1 -:.iD
SEE ATTACHED MA
1ICI\ITY MAP
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING
TEMPORARY ROCK S
TYPE -A
SILT
GRAPHIC SCALES
PLANS
L
PROFILE (HORIZONTAL)
0
PROFILE (VERTICAL)
J
STATE OF NORTH I CAROLINA
DIA71SION OF HIGHWAYS
•Testa awn Paomcr aanaaMc� w 'MUT
sxecis
C. 6.162291 1
4
Resta nld.Wa K.w MIW. oewaumoM
Sta. 5-9+,52.65
STRAITS POINT
AG
CAMA A/
A LICA lON CARTER
ME;
TELEPHONE PEDESTAL
APPROVED
- - --- - - PERMIT PLAN DATE: JULY 27, 2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
LOCATION: SR 1341209 S.GLENBURNIE ROAD
- - -------------------- NEW BERN, NC 28560
STRAITS _POINT _ROAD - -- -- --------------------
STRAITS
--_------------
STRAITS TOWNSHIP _ CARTERET COUNTY - - -
TYPE OF WORK:
CAMA PERMIT _APPLICATION _
DESIGN DATA
ADT —
ADT
DHV = %
D = %
T = % "
V = MPH
' TTST - % DUAL %
Aaf � 1 816101
PROJECT LENGTH
2,952.63 FEET
0.56 MILES
FABPIC BUP.IED BEL JW
EXISTING GPA IE
S-ILT FENCE
DETAIL
IJTS
UTILITIES LEGEND,
TYPICAL EACH SHEET
Prepared In the Office of:
DIVISION OF HIGHWAYS
7995 STANDARD SPECIFICA77ONS
RIGHT OF WAY DATE:
- PROJECT ENGINEER
LETTING DATE.
PROJECT DESIGN ENGDD;ER
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
•
POWER POLE
POT
Sta. 5-9+,52.65
ROADWAY DESIGN
AG
©
TELEPHONE PEDESTAL
APPROVED
DMSION ADMINISTRATOR DATE
©
CABLE TV PEDESTAL
Q+
SEWER CLEAN! OUT
®
WATER. VALVE
-
0
FIRE HYDRANT
0
WATER. METEP
EIP 0
EXISTING IPON PIPE
+
PROPERTY CORNER
404 WETLANDS
AEC
AREA OF ENVIRONMENTAL
CONCERN
SOIL EROSION
CONTROL LEGEND,JY
-COASTAL WETLANDS
TYPICAL EACH
SHEET
///---404
WETLANDS FILL AREA
SILT BASIN TYPE B
.DME x Zp
NEUSE RIVER
TEMPORARY ROCK SILT CHECK TYPE -A
___
19- w.
RIPARIAN BUFFER
TEMPORARY ROCK SILT CHECK TYPE -B
T EMPORY SRT FENCE
I�
cPnDE _BREaK
DIFFUSE FLOW
DIRECTION OF FLOW
Prepared In the Office of:
DIVISION OF HIGHWAYS
7995 STANDARD SPECIFICA77ONS
RIGHT OF WAY DATE:
- PROJECT ENGINEER
LETTING DATE.
PROJECT DESIGN ENGDD;ER
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PS
SIGNATURE
PE
STATE DESIGN ENGINFFJt
ROADWAY DESIGN
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
PE
SIGNATURE:
APPROVED
DMSION ADMINISTRATOR DATE

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..........
MARY CATHERINE RIGSBY
2964 NC 903 SOUTH
WINTERVILLE, NC 28590
D.BK. 523, PG. 353
D.BK. 471, PG. 264
TRACT NO.1
PROP, !IL)
POT Sto /0+00.00 '00- RAOJLiS f,:
i Fy
0 2001
s
�p \ FIBER OPTIC
\ \ Cl N
S\----------------------------------------- -------------------' ` L-' CONC. DRIVE
FI ER OPTIC 24' PINES 12'-15' PINES w \ I
PROP `'" O
35 v F
\ \ 20' PINE'S "DS �2
n
� r
\ r
\ \ GRACE L. CHADWICK
\ �\ 112 STRAITS POINT ROAD
BEAUFORT, NC 28516
DB. 757, PG. 933
s
�O
R/W
FOR
NST
PERMITTING ONLY- PROJ.1 NC
—
F O R CONSTRUCTION STATE PROJECT NO.
ANNA MARIE CHADWICK
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 471, PG. 264
TRACT NO.2
------------------
---_ - EXIST. EDGE „QF ROAD —�
I
PROPOSED R/W 20' 4.�
' PINES 10' PINES
DAN AND CHARLOTTE M.PARKER
134 STRAITS POINT ROAD
BEAUFORT, NC 28516
>30, PG. 149
AT
SHEET NO. I TOTAL SHEETS
/ 4
DESCRIPTION
PERMIT PLAN DRAWING: JULY 27, 200/
PREP4RED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN, NC 28560
JONATHAN W. CHADWICK
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 471, PG. 264
TRACT NO.3
ROBERT L. AND ELLEN B. JOHNSON
145 STRAITS ROAD
BEAUFORT, NC 28516
D.BK. 308, PG. 457
D.BK. 471, PG. 264 I
JOHNSON LOT Ly
15' CP 1 ECM
� J
-------------------------------
_>_ M `i..i 0 `GS
15' PINE
WILLOUGHBY D. AND ELIZABETH M. FEREBEE,JR.
148 STRAITS POINT ROAD
BEAUFORT, NC 28516 \
D.BK.572, PG. 392

JONATHAN W. CHADWICK
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 471, PG. 264
TRACT NO.3
Ep
12' PINES
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS
BEFORE ENTERING WETLANDS
WILLIAM ANTHONY CHADWICK
720/213LOODWORTH STREET
RALEIGH, NC 27604
D.BK. 471, PG. 264
TRACT NO.4
TEMP. POCK SILT CHECK TYPE A
SILT BASIN TYPE B
15' PECAN 24' PECAN 15' CP
W/ HEADWALLS
PROPOSED R/W
WOODS
DIFFUSE FLOW THROUGH SILT BASIN TYPE B
VEGETATED UPLANDS
BEFORE ENTERING WETLANDS
TEMP.P.00K SILT CHECK TYPE A
CAROLYN C.GREEN
105 CLUBHOUSE DRIVE
CAPE CARTERET,NC 28584
D.BK. 299, PG. 122
FOR PERMITTING ONLY-.
NOT FOR CONSTRUCTION
ABBIE ELAINE STYRON GUTHRIE
708 OLD FAIRGROUNDS ROAD
DUNN, NC 28334
D.BK. 470, PG. 279
24' PINE ECM 5 CHAIN LINK FENCE
rOAtT�d, 7LANOS ` P\
r`
404 AND �COASTAe WETLANDS
I
PROJ. REFEP.ENCE NO. SHEET NO. TOTAL SHEETS
6.162291 2 4
STATE PROJECT NO. DESCRIPTION
SR 1341
CAMA PERMIT I STRAITS TOWNSHIP
APPLICATION CARTFRFT cnuNTr
I AUGUST �
PERMIT PLAN DRAWING: JULY 27, 2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEERS OFFICE
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
STEPHEN WAYNE STYRON
211 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 367, PG. 31
PROPOSED 40' x 30" RCP
EXISTING 30' x 24" CP
s
404 AND COASTAL WETLANDS
NOTE: COASTAL AND 404 WETLANDS
BEGIN AT THE EDGE OF THE EXISTING ROAD
PIPE NUMBER
JOYCE CHADWICK GUTKNECHT
202 LYNN COURT
BEAUFORT, NC 28516
D.BK. 318, PG. 4
ffl'jo 11-3- g1),1, /
Cr p
D 25

ROBIN LYNNE STYRON
211 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 732, PG. 496
PIPE NUMBER 2
PROPOSED 40'x 30" RCP
EXISTING 32' x 24" CP
5
' FOR PERMITTING ONLY-
I I I NOT FOR CONSTRUCTION
CP
--
----------------
--------------------- I
176D
--WETAND
15' CP OTE: COASTAL AND
404 WETLANDS BEGIN AT
' EDGE OF EXISTING ROAD
I I ALFRED NORMAN AND MATTALENE M.CHADWICK
241 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 508, PG. 35
3 0 20C
J
11-
NOTE: CENTER PROPOSED PIPE
IN CENTERLINE OF
EXISTING DITCH
1
i
1 \ SHULER
LLOYD JAMES AND RAYMONDE ST. MARTIN SHULER
264 KOUNTRY ROAD
THOMASVILLE, NC 27360
D.BK. 620, PG. II
I
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EXISTING 32' x 18" CP
PIPE NUMBER 3
JAMES CALVIN AND MYRA HILL HARRIS
246 STRAITS POINT ROAD
BEAUFORT, NC 28516
C D.BK. 620, PG. 12
DESCRIPTION
SR 1341
TS POINT ROAD
4ITS TOWNSHIP
TERET COUNTY
I AUGUST 25.2000
PERMIT PLAN DRAWING: JULY 27.2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S. GLENBURNIE ROAD
NEW BERN, NC 28560
POT Sto 524-13.47
COASTAL WETLAND 0
EIP
NOTE: COASTAL AND
404 WETLANDS BEGIN AT
EDGE OF EXISTING ROAD
WILLIAM BRANTLEY DOWNUM,
ASHLIE D. MANN,
AND KYNDAL D. GARNER
128 TIFFANY WAY
BEAUFORT, NC 28516
D.BK. 509, PG. 165
L L
* �k
PAUL R. DOWNUM
II LAFOY DRIVE
CLAYTON, NC 27520
D.BK. 509, PG. 164

PEARL H. HOFFMAN
1014 NORTH FAYETTEVILLE STREET
ASHEBORO,NC 27203
D.BK. 758,PG. 201
FOR PERMITTING ONLY-.
NOT FOR CONSTRUCTION
GEORGE H. LONG, JR.
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 403, PG. 388
NOTE: COASTAL AND NOTE: C04ST 4L AND
404 WETLANDS BEGIN AT 404 EDGE WETLANDS EIS BEG IN AT
ROAD
EIp EDGE OF EXISTING ROAD 15' CP EIP PROPOSED R/W
I P
COiAS I� ET NDS .� r _- t *_ ]�- -J --- f CASTAI WFTI ANDS t
-------------------------------- ---------------------------
---- --- -- ----- -- -- -----------------------------
SR
--
--- ----- --SR 1341
- PROPOSED E.P. EXISTING EDGE OF ROAD
--------------------�------------------ ----r ----- - ----- -- --- ----- -- --- -
I 0 TAL�WETL�AND X � � � � ---� T
Y� -, COASTAL WETLANDS 0``I
EIP 15' CP PROPOSED R/W 15' CP ECM
L I X NOTE: C04STAL AND
404 WETLANDS BEGIN AT
Q > I }�, EDGE OF EXISTING ROAD
0
OCD
Ln Q
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W Q
� > u CD Q STEPHEN L. AND DEBORAH A. MATTHEWS
o CD z 290 STRAITS POINT ROAD
� � o o � BEAUFORT,
NC 28516 EP
o I- Ln W D.BK.444, PG. 29
DAVID E. AND HARRIET W. DAVIS
J L,- -'- Y Q' MAP BK. 17, PG. 56 122 ROBIN ROAD
a a Co i GREENVILLE, NC 27858
CL = u n BARBARA D. WILLIS o D.BK.776, PG. 702
282 STRAITS POINT ROAD X MAP BK. 17, .7G. 2
BEAUFORT, NC 28516
D.BK.509, PG. 166
91(ole)l
I 4UGUST 25,2000
PERMIT PLAN DRAWING: JULY 27,2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLEN8URNIE ROAD
NEW BERN,NC 28560
POT StG 39+52.63
I
NOTE: DO NOT DISTUPS
EXISTING VEGETATION
CM Q
W
r-�
PROJ. REFEP.ENCE 140.
SHEET NO. TOTAL SHEETS
6.162291
4 4
STATE PROJECT N0.
DESCRIPTION
SR 1341
STRAITS POINT ROAD
CAMA PERMIT
STRAITS TOWNSHIP
-APPLICATION
I C4RTFRFT ('nIINTY
I 4UGUST 25,2000
PERMIT PLAN DRAWING: JULY 27,2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLEN8URNIE ROAD
NEW BERN,NC 28560
POT StG 39+52.63
I
NOTE: DO NOT DISTUPS
EXISTING VEGETATION
CM Q
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. O. Box 1587
GREENVILLE, NORTH CAROLINA 27835=1587
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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/6/01
Alfred Chadwick
241 Straits Point Road
Beaufort, N.C. 28516
Dear Mr. Chadwick:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 32' x 24" culvert with a 40' x 30" aluminum pipe onsite of his/her property located on SR
1341
in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
(Signature)
(Date)

Form DCM-MP-5
AN'
BR1jjUr-jSCULVERTS
5'/e /3
Attach this form to Joint Application for CAMA Major j. Will the proposed bridge affect existing water flow?
Pen -nit Form DCM-MP-I. Be sure to complete all other __Yes No
sections of the Joint Application that relate to this If yes, explain
proposed project.
k.
Navigation clearance underneath proposed bridge
1.
BRIDGES N/A
1.
Will the proposed bridge affect navigation by
a.
Public Private
reducing or increasing the existing navigable
opening? Yes _ No
b.
Type of bridge (construction material)
If yes, explain
c.
Water body to be crossed by bridge
m.
Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
d.
Water depth at the proposed crossing at MLW or
If yes, explain
NWL
e.
Will proposed bridge replace an existing bridge?
n.
Have you contacted the U.S. Coast Guard concerning
_ Yes No
their approval?
If yes,
Yes No
(1) Length of existing bridge
If yes, please provide record of their action.
(2) Width of existing bridge
(3) Navigation clearance underneath existing
2.
CULVERTS
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain).
a.
Water body in which culvert is to be placed
Unmarked
Tributary to the Straits
f.
Will proposed bridge replace an existing culvert(s)?
b.
Number of culverts proposed 3 E,) 30" x 40'
Yes No
Corrugated
Aluminum Pipe
If yes,
(1) Length of existing culvert
c.
Type of culvert (construction material, style)
(2) Width of existing culvert
Aluminum
(3) Height of the top of the existing culvert above
d.
Will proposed culvert replace an existing bridge?
the MHW or NWL
Yes X No
(4) Will all, or a part of, the existing culvert be
If yes
removed? (Explain)
(1) Length of existing bridge
(2) Width of existing bridge
g
Length of proposed bridge
(3) Navigation clearance underneath existing
bridge
11.
Width of proposed bridge
(4) Will all, or a part of, the existing bridge be
i.
Height of proposed bridge above wetlands
removed? (Explain)
e.
Will proposed culvert replace an existing culvert?
Revised 03/95

Form DCM-MP-5
Revised 03/95
X Yes
c. Will the placement of the proposed bridge or culvert
--No
If yes,
require any highground excavation?
(1) Length of existing culvert 1= 30', 2=32',
X Yes No
3=32'
If yes, 1,2,3=120 Sq Ft. each Totaling 360 Sq Ft.
(2) Width of existing culvert 1=24", 2=24",
(1) Length of area to be excavated
3=18"
(2) Width of area to be excavated
(3) Height of the top of the existing culvert above
(3) Amount of material to be excavated in cubic
the MHW or NWL 1=1', 2=.5', 3=.17'
yards 27 Cu. Yds.
(4) Will all, or a part of, the existing culvert be
removed? (Explain)Yes, The existing culvert
d. If the placement of the bridge or culvert involves any
will be removed and replaced with the new
excavation, please complete the following:
culvert.
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
f.
Length of -proposed culvert 1,2,3= 40'
(2) Dimensions of spoil disposal area
g.
Width of proposed culvert 1=30" 2=24" 3=30"
20' x 20' at each pipe crossing
(3) Do you claim title to the disposal area?
h.
Height of the top of the proposed culvert above the
X Yes No
MHW or NWL 1,2,3=.67'
If no, attach a letter granting permission from
the owner.
i.
Will the proposed culvert affect existing water flow?
(4) Will the disposal area be available for future
Yes X No
maintenance? X Yes No
If yes, explain
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
j.
Will the proposed culvert affect existing navigation
If yes, give dimensions if different from (2)
potential? Yes X No
above.
If yes, explain
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
3.
EXCAVATION AND FILL
above.
e. Will the placement of the proposed bridge or culvert
a.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
require any excavation below the MHW or NWL?
described in Item d. above) to be placed below MHW
X No
or NWL? X Yes --No
_Yes _ _
If yes,
If yes,
(1) Length of area to be excavated 1=42',
(1) Length of area to be filled
2&3=41'
(2) Width of area to be filled
(2) Width of area to be excavated 1,2,3=3'
(3) Purpose of fill Backfill over new length of
(3) Depth of area to be excavated 1,2,3=2'
pipe and beside culvert culvert
(4) Amount of material to be excavated in cubic
yards 1,2,3=10 cu yds each
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
b.
Will the placement of the proposed bridge or culvert
described in Item d. above) to be placed within:
require any excavation within:
Coastal Wetlands _ SAVs Other Wetlands
X Coastal Wetlands SAVs Other Wetlands
If yes,
_
If yes, 1= 39 Sq Ft. 2= 60 Sq Ft. 3= 39 Sq Ft.
(1) Length of area to be filled
(1) Length of area to be excavated
(2) Width of area to be filled
(2) Width of area to be excavated
(3) Purpose of fill
(3) Amount of material to be excavated in cubic
Revised 03/95

Form DCM-MP-5
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3j Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Typical Bridge construction equipment
g. 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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
--Yes X No
If yes, explain in detail
Revised 03/95
NCDOT-Carteret SR 1341
Applicant or Project Name
Signature
P16 / 0
Date

PROJECT N00 (G.102291 CROSS SECTION OF
DATE JULY 27, 2001
CULVERT CROSSING
ROAD SR 1341
ROAD NAME STRAITS POINT
ROUND PIPE
ROAD
COUNTY CARTERET
PIPE NUMBER I
EXISTING 30'X24" CONCRETE PIPE
3'
ROAD
_
SR 1341 E
0.5'
EXISTING SO':7P CONCRETE PIPE
AREA TO BE EXCAVATEDI,O'
AND BACKFILLED KWL
UNDERCUT a NOT TO SCALE
BACKFILL
PROPOSED 40'x30" RCP
ROAD
SR 1341
1,5'
PROPOSED 40'x30" RCP
NWL PFOPOSED PIPE
AREA TO BE EXCAVATED`\ '. O.0
AND BACKFILLED
12' MINIMUM BEDDING
PIPE BURIED I' BELOW
�;- STREAM BED
UNDERCUT & NOT TO SCALE
BACKFILL
TOP VIEW
c
zz 0
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O W W O
_ >> _
N Q
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EXCAVATION ABOVE NWL. PRQPQ5ED _4Q'x3Q* RCP H
32' L X 3' W x 0.5' D = 2 CUBIC YARDS 9 SOUAP.E FEET OF
COASTAL WETLAND EXCAVATION
EXCAVATION BELOW NWL \
42'' L x 3' W x 2' D = 10 CUBIC YARDS 30 SOUARE FEET OF
COASTAL WETLAND EXCAVATION

PROJECT N 0 0 6.162291
CROSS SECTION OF
DATE JULY 27, 2001
CULVERT CROSSING
ROAD SR 13.1
ROAD NAME STRAITS POINT
ROUNDPIPE
ROAD
COUNTY CARTERET
PIPE NUMBER
2
EXISTING 32'x24" CONCRETE PIPE
ROAD
3
`SR 1341
0.5'
AREA TO BE EXCAVATED
EXIST. 32'x24" CP
i
AND BACKFILLED
\ 0 5 / NWL
/
\ 1.5'
UNDERCUT &
BACKFILL
NOT TO SCALE
PROPOSED
40'x 30" RCP
ROAD
SR 1341 �
E
3,
1.5' PROPOSED 40'x
30" RCP
NWL PROPOSED PIPE
AREA TO BE EXCAVATED -.,�.�
AND BACKFILLED
J�
I'
12' MINIMUM BEDDING
`
PIPE BURIED I' BELOW STREAM BED
UNDERCUT & NOT
TO SCALE
BACKFILL
TOP VIEW
EXISTING SHOULDER
z z
w w
�
w w
w
a a
n- a
0
40 SOUARE FEET OF 0 w w
COASTAL EXCAVATION LD
COASTAL WETLANDS
0 0
w
EXCAVATION ABOVE NWL:
w
33' L x 3' W x I' D= 4 CUBIC YARDS
--- Pa P 4' x R P
mi
COASTAL WETLANDS
EXCAVATION BELOW NWL
EXISTING SHOULDEP
41' L x 3' W x 2' D = 10 CUBIC YARDS
20 SOUARE FEET OF
COASTAL EXCAVATION

PROJECT N O . 0.162291 CROSS SECTION OF
DATE JULY 27 2001
CULVERT CROSSING
ROAD SR 1341
ROAD NAME STRAITS POINT
ROUND PIPE
ROAD
COUNTY CARTERET
9/461 PIPE NUMBER 5
EXISTING 32'x18" CONCRETE FIDE
- ROAD
3
�'SR 1341 !
% EXISTING 32'x18' CP
AREA TO BE EXCAVATED
AND BACKFILLED ' 0.17' NWL
1033'
UNDERCUT & NOT TO SCALE
BACKFILL
PROPOSED 40'x 30" RCP
ROAD
sR 1341 3,
\
PROPOSED 40'x 30' RCP
Nw' PROPOSED PIPE
AREA TO BE EXCAVATED 0.67'
AND BACKFILLED
I'
12' MINIMUM BEDDING
= PIPE BURIED I' BELOW STREAM BED
UNDERCUT & NOT TO SCALE
BACKFILL
D:
cr LJ
LJ z z 0
C:)LLJ
w w o
0 > > _
COASTAL WETLANDS = a TOP VIEW d `"
v
LD z
9 CUBIC FEET OF ? ? COASTAL WETLAN S
ui
COASTAL WETLAND EXCAVATION x iCD
x CD o w
n
EXCAVATION ABOVE N W L o c� x
w w w
33' L X 3' W X I' D = 4 CUBIC YARDS I PROPOSED 40'x 30'Rc
ml
EXCAVATION BELOW NWL
41' L x 3' W x 2' D = 10 CUBIC YARDS
30 CUBIC FEET OF
COASTAL WETLAND EXCAVATION

SENDER:
S ■ Complete items 1 and/or 2 for additional services.
M ■ Complete items 3, 4a, and 4b.
` • Print your name and address on the reverse of this form so that we can return this
C card toyou.
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3. Article Addressed to: 4a.Article
7C t,t 3
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1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
Number
thr
4b. Service Type
George Herman Long, III
❑ Registered Certified
3707 New Sharon Church Road
❑ Express Mail � Insured
Hillsborough, NC 27278 ❑ Return Receipt for Merchandise ❑ COD
7. Dat Delj
5. Received By: (Print Name) 8. Addressee's Address (Only if requested
L--• iL' Oi % Z --e 2 '6
and fee is paid)
S 6. Signature: (Addressee or Agent)
Xf
=' PS Form 3811, December 1 102595-98-9-0229 Domestic Return Receipt

UNITED STATES POSTAL SERVI9L
i
-_- Po6fdge & Fees Paid
USPS
Permit No. G-10
• Print your rnname,�V address, and ZIP Code in this box •
r� n. J (a Q 4v � G�,� ► 314 f
N. C. Dept. of Transportation
q3 -f` e.� �i P. O. Box 1587
s o = Greenville. NC 27835-1587
iV
�
d r,r�
17 111111 it f I III III 111'1 I I I It I IIIII I III III It If I I III I If I I I I III I I II

SENDER:
■ Complete items 1 and/or 2 for additional services.
■ Complete items 3, 4a, and 4b,
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I Article Addressed to: 4a. Article
I also wish to receive the
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2. ❑ Restricted Delivery
Consult postmaster for fee.
1001 60 9l1d ✓ rvceTy
James Harris
246 Straits Point Express Mi
Beaufort, NC 285CS,a� ❑Return Rem
)ate of EWR
t(Certified
❑ Insured
V COD
S. Received By: (Print Name) 8. Addresee efy grt/y,.%�r ted
ue:
and to is ([J(J
6. Sign ((Addressee or t) G
G
P 3811, December 1994 t Dom um Receipt

UN rW STATES POST
y
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Z
q
• Print your and ZIP�a#dis b-Tw____
N. C. Dept. of Transportation
P. O. Box 1587
C:) Greenville, NC 27835-1587
o _

SENDER:
■ Complete items 1 and/or 2 for additional services.
■ Complete items 3, 4a, and 4b.
l ■ Print your name and address on the reverse of this form so that we can return this
acard to ou.
ql ■Attach this form to the front of the ma 1piece, or on the back it space does not
( ■ lpermit. C�,i. �.
rite "Return Receipt Requested" on the mallpl-414 s number.
■ The Return Receipt will show to whom the article was delivered &id the date
delivered.
{ 3. Article Addressed to: 4a. Article
AUS -921 7ci-)
William Downum 4b. Service
5.
1 •a PS
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
128 Tiffany Way(� ❑ Registered
Beaufort, NC 28516 S ❑ Express Mail
ps 7 g ElReturn Receipt for Merchandise
3811, December 1994
XCertified
❑ Insured
❑ COD
7. Date of Delivery
8. Addressee's Address (Only if requested
and fee is paid)
V
t02595 -9s -s-0229 Domestic Return Receipt

!NC -Ftrst'Cfas Mil '-•---'
UNITED STATES POSTAL SERVICE P h� �=� POstege $Fees Paid
USPS
4s
Permit No..:Cy10
• Print your namQ,� re nd ZIP Coda.ia#lais box !!
i
r- lrl. C'. Dept. of Transportation
C; P. O. Box 1587
w Greenville. NC 27835-1587
c�
r\7
O
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............. ............2iii.

SENDER:
I also wish to receive the
■ Complete items 1 and/or 2 for additional services,
■ Complete items 3, 4a, and 4b.
fOflOWservices
ln g for an
■ Print your name and address on the reverse of this form so that we can return this
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card to you.
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delivered.
Consult postmaster for fee.
3. Article Addressed to: I 4a Article Number
Joyce Gutknecht
202 Lynn Court
Beaufort, NC 28516
ott11-1 it -3 �� us
4b. Service Type
❑ Registered Certified
❑ Express Mail Insured
❑ Return Receipt for Merchandise ❑ COD
7. Date of Delivery
5. Received By: (Print Name) 8. Addressee's Address (Only if requested
and fee is paid)
6. Sig, re: (A re ee or Agent)
PS o 3811, December 1994 102595-98-B-0229 Domestic Return Receipt

NNW
"O,l PIC — Eirst-Ct s�"s lOfslh
UNITED STATES POSTAL SERVICE Postage &Fees
USPS
> _.s
Permit No. G-10
AL_..,_.
• Print your name, � nd ZIP Cot a r► thls�isox` I
N. C. Dept. of Transportation
c. O. Box 1587
p ,.Greenville, NC 27835-1587
d
�1

SENDER:
I also wish to receive the
■ Complete items 1 and/or 2 for additional services.
following services (for an
■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we can return this
extra fee):
card to yyou.
■ Attach this form to the front of the mailpiece, or on the back it space does not
1. ❑ Addressee's Address
mit. e.
■ Write "Return Receipt Requested" on the mailpieoe below the article number.
Delivery
2. ❑ Restricted Delive
■ The Return Receipt will show to whom the article was delivered and the date
delivered.
Consult postmaster for fee.
3. Article Addressed to:
I 4a. Article Number
5.
Stephen Wayne Styron
211 Straits Point Road
Beaufort, NC 28516
Name)
6. Signat re: (Addressee or Ager
PS Form A 1, December 1994
t(-flIr 3
❑ Registered A Certified
❑ Express Mail ❑ Insured
❑ Return Receipt for Merc andise, ❑ COD
7. Date of Delivery ,
8. Addressee's Address (Only if requested
and fee is paid)
102595 -98 -B -OM Domestic Heturrt Hecelpt

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UNITED STATES POSTAL SERVICE
-clas
-
ees
Postage & F�Pa_id r
USPS
No
I
• Print your name,adclmft nd ZIP Coda-int thisbox ! " --------._ !
2,
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J Tod
MD
�` N. C. Dept. of Transportation
rlj
o m
o P. O. Box 1587
{
Em
Greenville, NC 27835-1587
t z
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SENDER:
• Cornplets *am@ 1 ardor 2 for additional servlce4.
■ Complete items 3, 4s, and 4b.
■ Print your name and address on the reverse of this form so that we can return Ns
card to yW.
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p�f
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■ The Return Receipt will chow to whom the article was delivered and the date
delivered.
153
Stephen Wayne Styron
211 Straits Point Road
Beaufort, NC 28516
6. Signature: (Addressee or
PS Form 3611, December 1
4a.
0
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
mber 5
❑
Registeredr Certified
❑ Express Mall ❑ insured
❑ Retum Receipt for Mercpandise , ] COD
8.
and fee is pard)
requested
102595-98-s-0229 Domestic Return Receipt

UNITED STATES POSTAL SERVICE ��O , N C
? P M �s
X2 ill
• Print your n e, e , anVIP f
c - ' N. C. Dept. of Transportation
P. O. Box 1587
ca Greenville, NC 27835-1587
cs's
N k�O
O
R nn
Pvssage.&-Fees'Paid
I.MPR s --
i? 1111 III 1fill 1fill JIM 111111111111 I1f

SENDER:
■ Complete items 1 and/or 2 for additional services.
a ■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we can return this
card to ou.
�I ■ Attach this form to the front of the mailpiece, or on the bade if space does not
I perrrrit.
■ write °Retum Receipt Requested" on the mailpiece below the article number,
■ The Return Receipt will stow to whom the article was delivered and the date
i delivered.
I also wish to receive the
following services (for an
extra fee):
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2. ❑ Restricted Delivery
Consult postmaster for fee.
3. Article Addressed to:
4a. Article Number
Lloyd James Shuler
4b. Service Type
264 Kountry Road
❑ Registered
S Thomasville, NC 27360
❑ Express Mail
5
❑ Retum Receipt for Merchandise
7. Date of Delivery C
5. Received By: (Print Name)
8. Addressee's Address (Onl}
{
and fee is paid)
S W-Siona2re: (Addressee or ae6t)
3 P/S-Fgtn 3811, December 1994
)U
Certified
❑ Insured
❑ COD
if requested
102595-98-"229 uomestic Heturn Hecelpt
}
F

UNITED STATES POSTAL SERVICE 1NIA0 �O q
e P M i �. C
• Print your nate=
ZIP
V",J . C't 13 (-)1-
N. C. Dept. of Transportation
P. O. Box 1587
Greenville. NC 27835-1587

E—
W
s�
U
c�
E—
CD
Cf%]
E -
CDS
T�--d
See Steel i -A For Index of Sheets
See Steel 1-8 For Conventional Symbols
FOR PERMITTING ONLY-.
NOT FOR CONSTRUCTION
SEE ATTACHED MAP
'k'ICINITT' MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LOCATION. SR 1341
STRAITS -POINT
STRAITS TOWNSHIP CARTERET COUNTY
TYPE OF WORK.•
CAMA PERMIT __-APPLICATI.ON
POT StO WETLANDS
/0-too-
DIFFUSE
0-tooDIFFUSE FLOW THROUGH I
VEGETATED UPLANDS BEFORE ENTERING WETLAND I H-
z
w
uj
TEMPORARY ROCK SILT CHECK I >
TYPE -A UPLANDS / w I d
L
> w
a
� w
ILuLu -----
SILT BASIIJ TYPE -8 I \ ---- -
w-
w I
I
N �V
DIFFUSE FLOW DETAIL
GRAPHIC SCALES
0
PLANS
0
PROFILE (HORIZONTAL)
_r 0
PROFILE (VERTICAL)
NTS
DESIGN DATA
ADT —
ADT
DHV = %
D = %
T = % '
V = MPH
' TTST % DUAL %
Aaf 11 sloo 1
PROJECT LENGTH
2,952.63 FEET
0.56 MILES
AREA TO BE $
FILLED OR UNDISTURBED AREA
DISTURBED
A
FABRIC BURIED BELOW
EXISTING GRA
SILT FENCE
DETAIL
NTS
RA>s
nwn wlmrcr �Enuxn nn
axeeT
Tvr�
N.C.
6.162291
1
�d
sr.>s awal.a+a r.AraaKKw
m wlmox
®
SR 1541
STRAITS POINT
FIRE HYDRANT
0
CAVA MI
T TtyS
AP ICA I N
T
PROPERTY CORNEP.
A34 WETLANDS
A •1-=50'
AREA OF ENVIRONMENTAL
T 25.2090
POT Sta. 39+52.63
IY
SOIL EROSION CONTROL LEGEND,
TYPICAL EACH SHEET
SILT BASIN TYPE B
sti1oQ TEMPORARY ROCK SILT CHECK TYPE -A
b. TEMPORARY POCK SILT CHECK TYPE -B
I TEMPORARY SILT FENCE
�y ORADE BREAK
T DIRECTION OF FLOW
PreFnred in P)e Office of;
DIVISION OF HIGHWAYS
1995 STANDARD SPECWCA77ONS
RIGHT OF WAY DATE:
-- PROJECT ENGINEER
LETTING DATE:
PROJECT DESIGN ENGINEER
PERMIT PLAN DATE: JULY 27, 2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN, NC 28560
UTILITIES LEGEND,
TYPICAL EACH SHEET
1
POWER POLE
•
AG
❑T
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
�+
SEWER CLEAN OUT
®
WATER VALVE
FEDERAL HIGHWAY ADMINISTRATION
FIRE HYDRANT
0
WATER. METED
EIP O
EXISTING IPON PIPE
+
PROPERTY CORNEP.
A34 WETLANDS
AEC
AREA OF ENVIRONMENTAL
CONCERN
----COASTAL
WETLANDS
///---404 WETLANDS FILL AREA
Z0 2 20HE I
__
NEUSE RIVER
20' w
RIPARIAN BUFFEP
DIFFUSE FLOW
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E
SIGNATURE:
P.E.
STATE DESIGN ENGINEER
- ROADWAY DESIGN
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
PE
APPROVED
SIGNATURE:
DMSION ADMINISTRATOR DATE

POINT RAILROAD STATION
GRADE CROSSING
i x
••\ '•! i° .-rW-. UNDERPASS
' ••� - � I(+— OVERPASS
i
--F— RAILROAD TUNNEL
INSET AREA
uif. URBAN EXTENSION
{ c
c.w •_--._.._.._.._.._._.._' a Y LINE
76 '- Rr.a RESERBOUNDVATION OR
° ' ,° / PARK BOUNDARY
I I 3 1377` - CITY LIMIT
q "r'NATIONAL FORESTBOUNDA'
STATE FOREST BOUNDARY
r Q ° FEDERAL GAMELAND BOUNC
r STATE GAMELAND BOUNDAF
I
I I I N" MILITARY RESERVATION BOl
MCOUNTY LINE
i eeorltow7l' ' _ STATE LINE
_ _ •
9 0
INCORPORATED CITY OR VIL
............t •;', (GENERALIZED)
--------- 1391 I syr. y -�� l °-• - FREE OR TOLL FERRY
Hanowf CANAL
3 .300 I _ _ _ ti K•ep NARROW STREAM
.371
1473 \ 0 / VVIDE STREAM
MNT 0 'v" DAM WITH LOCK
e
DAM
N S PO/N7
4155 - 174' c 4103 ,,'' •^ pj RESERVOIR,POND,OR LAKE
O COMMUNITY AND TOWN CEN
lzee 2
? O COUNTY SEAT
x " i' 4159 ) ' SCHOOL
- • 126 i g Dfv4 : 0 it COLLEGE OR UNIVERSITY
HOSPITAL
7 et
CHURCH
t3 411
S oo 132 y v B.nle -.. •:?<:. — C `} CEMETERY
\ � . V CHURCH WITH CEMETERY
1MIIMD
CO RM'nONAL OR PENAL IN
B6 +204 -
ID
PATROL STATION
/.
f)S�5 ® HIGHWAY GARAGE OR MAINT 4 ti56
!
e' - {^! OtvnY •k a d ® H GHWAASTADIV.
ON DIST. OFFIC
116• \ ne¢_ - ^ 'v324 ,, 1127 1364
y A 146 Q
MONUMENT -SMALL HISTORIC
MOUNTAIN PEAK
1� T LIGHTHOUSE
O
CIMk I �
.1 a NE T e e 1440 toe > ..jr,' ]332 °' .� a ,. 0 1C ♦ REST AREA
a Tim
e7 Rj�FR 1 �1e7 • -1 COAST GUARD
STATION
SHIN � COAST GUARD STATION
e 1444. BmYrtu POI
1 o 134.4 Q !••- {�} MILITARYAIRFIELD
COMMERCIAL OR MUNICIPAL F
133 -1332 1347 '4 AVIS ISLAND �•� HANGAR ON FIELD
m ' f LANDING STRIP
MOREHEAO —I u - 0 MARKED AUXILIARY FIELD
CITY m O 13`34 +u 334 $
.
° 7.42! Z a;..., 1392 / .,1
13l_4 ,
T
L
/I// 330 ! 4_1343_r .iX•
Olouawr O O R
I— O�
..e BEAJ
I UFORT gn •
POP. 4.039 P � THE S%RA175 [[••
�T HARXER DU / _ l! C A R T E R E T COUNTY
I k e G h ISLAND BAY
v
c ^POP. 2.304 2 ® f r
NORTH CAROLINA
g 4tT p ' p PREPARED BY THE
.5C14AQ oUrj�� Q NORTH CAROLINA DEPARTMENT OF TRANSPORTATIO
S FSO �v
RD DIVISION OF HIGHWAYS - GIS UNIT
IN COOPERATION WITH THE
e QU.S.DEPARTMENT OF TRANSPORTATION
A Y
O FEDERAL HIGHWAY ADMINISTRATION
SCALE
0 1 2 3 4 MULES
tl 10
• 1300 1460 0 0.5 1 MILE
7100 7299 ~�
L O T 1600 1731 SCALE FOR ENLARGEMENTS
NOTE : MAP INCLUDES ONLY STATE MAINTAINED ROADS )GMT w
OR IMPORTANT NON -SYSTEM ROADS.
tool."..
IC 10.000 FOOT 00.10 BASED ON NORTH DMOl1N4 MANE COORDINATE 6YSTEM
ROADS SHOWN AS OF SEPT 1. 2000 POLYCON,C PROJECTION
KEY TO COUNTY ROAD NUMBERS

I�________I__MTGM______________________
�
Newport
DMS
Harkers Island
Inset 1
Seeutort
1.
I
�
14
I
�
I
s
114
I
I�
I�
1
I
_—__
LI MEQ----
A—�
DMS
Harkers Island
Inset 1
Seeutort

MARY CATHERINE RIGSBY
2964 NC 903 SOUTH
WINTERVILLE, NC 28590
D.BK. 523, PG. 353
D.BK. 471, PG. 264
TRACT NO.1
PROP,
POT Sto 10+00.00 '0p RaDgIS
I
Il Fy�`rT
0 9
S`
Gs
'-O \ FIBER OPTIC
t \ - ------
D R/W
----
-------------------------�--------------- --
-------------------
\ ----
24PINES "-' CONC. DRIVE
PROPOSED RIW
FI ER OPTIC 2' -IS' PINES 3" m
PROP, �' o
35 p v' x
\ \ 20• PI EQS SDS vow
n
\ r
\ \ GRACE L. CHADWICK
112 STRAITS POINT ROAD
\ �\ BEAUFORT, NC 28516
\ �`\ DB. 757, PG. 933
F�
s
�a
FOR PERMITTING ONS) PP,OJ.6622410ENC
NOT FOR CONSTRUCTION STATE PROJECT NO.
ANNA MARIE CHADWICK
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 471, PG. 264
TRACT NO.2
-M--EhIST. EDGE ,QF ROAD
20 PINEsPINES 4�
DAN AND CHARLOTTE M.PARKER
134 STRAITS POINT ROAD
BEAUFORT, NC 28516
- 330, PG. 149
SHEET NO. I TOTAL SHEETS
1 4
DESCRIPTION
SR 1341
PERMIT PLAN DRAWING: JULY 27, 200/
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S. GLENBURNIE ROAD
NEW BERN, NC 28560
1
JONATHAN W. CHADWICK
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 471, PG. 264
TRACT NO.3
ROBERT L. AND ELLEN B. JOHNSON
145 STRAITS ROAD
BEAUFORT, NC 28516
D.BK. 308, PG. 457
D.BK. 471, PG. 264 I
1 JOHNSON LOT
1 ----------------
IS' PINE
ECM
WILLOUGHBY D. AND ELIZABETH M. FEREBEE,JR.
148 STRAITS POINT ROAD
BEAUFORT, NC 28516 \
D.BK.572, PG. 392

JONATHAN W. CHADWICK
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 471, PG. 264
TRACT NO.3
rij
WILLIAM ANTHONY CHADWICK
7201/2BL00DW0RTH STREET
RALEIGH, NC 27604
D.BK. 471, PG. 264
TRACT NO.4
FOR PERMITTING ONLY-.
NOT FOR CONSTRUCTION
ABBIE ELAINE STYRON GUTHRIE
708 OLD FAIRGROUNDS ROAD
DUNN, NC 28334
D.BK. 470, PG. 279
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS TEMP.POCK SILT CHECK TYPE A
BEFORE ENTERING WETLANDS
SILT BASIN TYPE B
15' PECAN 24' PECAN 15' CP 24' PINE
W/ HEADWALLS ECM 5' CHAIN LINK FENCE
ECM 24' ELM
D Q_ aST 7 ANDS / Cr
--------------------------
L SH 1341
XI -,T. r,ZZ
----------------------------- ------
--
12' PINES
WOODS
DIFFUSE FLOW THROUGH SILT BASIN T) PE 8 --
VEGETATED UPLANDS
BEFORE ENTERING WETLANDS
TEMP. POCK SILT CHECK TYPE A
CAROLYN C. GREEN
105 CLUBHOUSE DRIVE
CAPE CARTERET,NC 28584
D.BK. 299, PG. 122
404 AND COAST.Ae WETLANDS
REFERENCE NO. I SHEET NO. I TOTAL SHEETS
6.162291 2 4
STATE PROJECT NO. DESCRIPTION
SR 1341
STRAITS POINT ROAD
CAMA PERMIT I STRAITS TOWNSHIP
� r .
— 6) J
lk
l
404 AND COASTAL WETLANDS
NOTE: COASTAL AND 404 WETLANDS
BEGIN AT THE EDGE OF THE EXISTING ROAD
JOYCE CHADWICK GUTKNECHT
202 LYNN COURT
BEAUFORT, NC 28516
D.BK. 318, PG. 4
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I I AUGUST 25.2000
PERMIT PLAN DRAWING: JULY 27,2001
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DISTRICT ENGINEER'S OFFICE
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209 S.GLENBURNIE ROAD
NEW BERN, NC 28560
STEPHEN WAYNE
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211 STRAITS POINT
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BEAUFORT, NC 28516
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202 LYNN COURT
BEAUFORT, NC 28516
D.BK. 318, PG. 4
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ROBIN LYNNE STYRON
211 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 732, PG. 496
PIPE NUMBER 2
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264 KOUNTRY ROAD
THOMASVILLE, NC 27360 ' \
D.BK. 620, PG. 11
EXISTING 32' x 18" CP
PIPE NUMBER 3
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NOTE: COASTAL AND
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WILLIAM BRANTLEY DOWNUM,
ASHLIE D. MANN,
AND KYNDAL D. GARNER I
128 TIFFANY WAY
BEAUFORT, NC 28516
D.BK. 509, PG. 165
JAMES CALVIN AND MYRA HILL HARRIS
246 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 620, PG. 12
Age -/� ��o
PAUL R. DOWNUM
II LAFOY DRIVE
CLAYTON, NC 27520
D.BK. 509, PG. 164

PEARL H. HOFFMAN
1014 NORTH FAYETTEVILLE STREET
ASHEBORO,NC 27203
D.BK. 758,PG. 201
PROJ.PEPERENCE N0. I SHEET N0. I TOTAL SHEET
FOR PERMITTING ONLY: STATEPP.OJECTNO.
NOT FOR CONSTRUCTION
GEORGE H. LONG, JR.
305 STRAITS POINT ROAD
BEAUFORT, NC 28516
D.BK. 403, PG. 388
AMA PERMIT
APPLICATION
DESCRIPTION
SR 1341
HITS POINT ROAD
RAITS TOWNSHIP
PERMIT PLAN DRAWING: JULY 27, 2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
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DAVID E. AND HARRIET W. DAVIS
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BARBARA D. WILLIS
GREENVILLE, NC 27858
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BEAUFORT, NC 28516
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AMA PERMIT
APPLICATION
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SR 1341
HITS POINT ROAD
RAITS TOWNSHIP
PERMIT PLAN DRAWING: JULY 27, 2001
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
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PS Form 3811, ,luly 1999 Domestic Return Receipt 102595-00-M-0952

UNITED STATES POSTAL SERVICE First -Class Mail
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PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
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GREENVILLE, NORTH CAROLINA `2i-835-1 51
CERTIFIED MAIL
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or on the front if space permits.
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If YES, enter delivery address below: ❑ No
3. SeXvice Type
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❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
Return Receipt 102595-00-M-0952
4

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. O. BOX 1 587
GREENVILLE, NORTH CAROLINA 27835-1587
CERTIFIED
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so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
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A. Received by (Please Print Clearly) I B. Date of Delivery
C. Signature
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102595-00-M-0952
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