34783_NC DOT_20030902

l r. CAMA / F-I DREDGE & FILL ti 34783
GENERAL PERMIT �
� Previous permit#
New ❑Modification .Complete Reissue F]Partial Reissue Date previous permit issued
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 15A NCAC CC
❑ Rules attached.
Applicant Name Project Location: County
Address ;JO /� ��X % j ,Y, % Street Address/ State Road/ Lot #(s)J(`C) 2— %
City ?"- State ZIP
Phone # Fax # (_) Subdivision
Authorized Agent 7, sG 1'� City �' , , t C r, ZIP_ _
Affected ❑ Cw ❑ EW ;Q PTA E I ES Ji PTS Phone # ( ) River Basin
AEC(s): ElOEA ElHHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body , n % -` t: k ti nat man unkn
❑ PWS: ❑FC:
Closest MaWtr. Body
ORW: yes / no, PNA yes / no Crit. Hab. yes / no
j. i'
Type of Project/ Activity
(Scale: )
Pier (dock) length
Platform(s)
Groin
Bulkh
Basin,
Other
Shorel
SAV:
Sandb
Photo
Waive l no
A building permit may be required by:
Notes/ Special Conditions
on back
regarding
River
Basin rules.
See note
f,
�'
Agent or Applicant Printed Name
Signature aseird compliance statement on back of permit
V
l C.} e �� - clf �, f C �i ✓y
Application Fee(s) Check # /fir
Permit Officer's Signature17
Isfuing Date Expiration Date
r�
Local PlanningJurisdiction Rover File Name

Statement of Compliance and Consistency
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 or criminal 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 officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
�] Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888-4RCOAST
Fax: [phone]
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastalmanagement.net
Revised 10/05/01

NC Department of Transportation
1514 Mail Services Center
Raleigh, NC 27699-1514
PAY TO THE
ORDER OF
NC DEPT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
1638 MAIL SERVICE CTR
RALEIGH NC 27699-1638
State Treasurer, Raleigh, North Carolina
Payable at Par Through Federal Reserve System
II' L43381611' 1:0S31 LOS941:
66-1059"
531
Warrant 3.433816
Date 05/29/2003
$ 100.00 I
a
B
�• �• �. �.
DOIIAI{-)yy-2i-�iyi yiy yyy.�yy.jyi iiy ONE 2110 2ER0 PERIOD 2E00 21NO
S"'000"'C30 LIP'
C. Wayne Stallings
Chief Financial Officer

MCDENR
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 2, 2003
NC Department of Transportation
ATTN: Mr. Jay Johnson
P.O. Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit #C-34783 to replace existing 7.5' x 6' x 66' CMP with a new 12'3" x
7'3" x 72' aluminum arch pipe adjacent to South Creek in Beaufort County on SR1002 — 1.1
miles south of SR 1924 at Gum Swamp Run crossing, Aurora, NC.
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. If the signed permit copies are not returned to this office before the initiation
of development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to 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: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

4 4CAMA / t`DREDGE & FILL ? 34783
GENERAL PERMIT Previous permit# VIA
❑New ❑Modification ❑Complete Reissue [-]Partial Reissue Date previous permit issued }
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 15A NCAC _ fD 71 , Z-3 oD
�11 �� �[] — attached.
Applicant Name IU, � Project Location: County l7 r'n e.c �D'
ftu -f
Address/sP�, QF((X f -r K7 Street Address/ State Road/ Lot #(s) S R (I&C) 2 (
City LZI'{ec`�ti, �UL State ZIP 2 j 50,44, � S��(` Z—V 'Z+ �',� z- ��, �Y QIA 1UY,KIP V%uPt
Phone # (ZS2) 9" p -3 6 Fax # ( ) Subdivision
Authorized Agent 7, .S o kv►1 S'a--Y\- City A -AA Oi- ZIP
Affected ❑ CW ❑ EW ;Q PTA ❑ ES )�PTS Phone # ( ) River Basin C(m li c t>
❑OEA ❑HHF ❑IH ❑❑ UBA N/A �"
AEC(s): Adj. Wtr. Body�. "A� ;re�.Y� neat lman /unkn)
❑ PWS: ❑FC:
ORW: yes no PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body �� i`^� I c-0 c Oc--
Type of Project/ Activity
(Scale: b w d cet
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing Other (f-Lc f V ev'-t R '1 6�4
Shoreline Length
SAM not sure yes no
_�—
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: no
-
-- -}
�_
_
._
;--
—i— -
Waiver Attached: es no
-- --
A building permit may be required by:
,-�< See note on back regarding River Basin rules.
Notes/ Special Conditions �1 kir+
p � CCA I 4 #- f
mCCS P
`�- 4 c, c7
J`Tr.ee,,, h_e [\'
J
Agent or Applicant Printed Name Permi;oi
7
Signature "Please read compliance statement on back of permit "E" l4uineDate xpiration Date
loo-O k7kj O—Z 32 P(O Y OF 1q) 7
Application Fee(s)�Check# Local Planning Jurisdiction Rover File Name

Form DCM-MP-5
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.
1. BRIDGES
a. Public X 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
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
(4) Will all, or a part of, the existing bridge be
removed? (Explain).
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
4 vO 2 9 2003
j. Will the proposed bridge affect existing water flow?
_ _Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes _ No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Gum Swamp Run
b. Number of culverts proposed 1 @ 12'-3" x7'3"x72'
Corrugated Metal Pipe
c. Type of culvert (construction material, style)
Aluminum Structural Plate Pipe Arch
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Revised 03/95

rf �
Form DCM-MP-5
AUG 2 9 2003
e. Will proposed culvert replace an existing culvert?
X
Yes _ _No
If yes,
(1)
Length of existing culvert 66'
(2)
Width of existing culvert 7.5'x6'
(3)
Height of the top of the existing culvert above
the MHW or NWL 5.0'
(4)
Will all, or a part of, the existing culvert be
removed? (Explain)Yes, The existing culvert
will be removed and replaced with the new
culvert.
f. Length of proposed culvert 72'
g. Width of proposed culvert 1 @ 12.2510.25'
h. Height of the top of the proposed culvert above the
MHW or NWL 5'
i. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X _Yes _ _ _ No
If yes,
(1) Length of area to be excavated 76'
(2) Width of area to be excavated 19'
(3) Depth of area to be excavated 3.25'
(4) Amount of material to be excavated in cubic
yards 1444 square feet
b. Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes, OPEN WATER IMPACTS 120 sq. ft. total
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 66'
(2) Width of area to be excavated 19'
(3) Amount of material to be excavated in cubic
yards 1254 square feet
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(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
above.
e. 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 below
MHW or NWL? X Yes _ No
If yes,
(1) Length of area to be filled 74'
(2) Width of area to be filled 14'
(3) Purpose of fill Backf`ill with gravel for
bedding of the culvert
f. 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 within:
Coastal Wetlands SAVs Other
Wetlands If yes, No
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
Revised 03/95

r i
Form DCM-MP-5
AUG 2 9 2003
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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail RipRap will be placed at
the ends of the pipe
NCDOT-Beaufort County -SR 1002
Applicant or Project Name A
Signature // o
Date
Revised 03/95

W.
VICINITY MAP
SEE ATTACHED SHEET
0
0
cV
Q
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LOCATION:--- SR 1002
BAY_ CIT-YROAD
-----------------
RICHLAND—TOWNSHIP--B EAUFORT C0UNTY
-------------------------------------
TYPE OF WORK: ----------------------------------------
--PIPE— REPLACEMENT CEMENT _
EXISTING 7.5'x6'x66' CMPA
PROPOSED 12' —3"x7'—3"x72'
ALUMINUM STRUCTURAL PIPE ARCH
GUM SWAMP RUN �—
------------------- -- - - --
,ryx• n.cs
TO AURORA
s— u,us r° n.w s. ex• � .w.s r° r.s. um�
l.1 MILES TO JCT. OF SR 1924 _ aw CRr Rib �., a._,
- ----- z -- -- b 7
I SR 1002
BAY CITY ROAD
GRAP= SCAUS
0
RAM
u
PtDFLE NOWDWALI
n
PtO LE
IT957GK DA TA
ADT = --
ADT -
DHv = %
D %
T -%.
v - MPH
' TTST % DUAL _%
PROJECT LENGTH
PREPARED IN THE OFFICE OF
DIVISION OF HIGHWAYS
m� ,
RIGHT OF NAY DATE: _
svv p�
LETTING DATE:
TO BAYBORO
TO PAMLICO COUNTY
HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
ATE OF NORTH CAROLINA
ROADWAY DESIGN
MWWAP AD6117 YflA7 ON
nnrs•.,• n.rnm
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AUG 2 9 2003
of 2
8/ 19/03 5:46 PM

FOR PERMITTING ONLY: PIPE REPLACEMENT
NOT FOR CONSTRUCTION SR 1002
o BEAUFORT COUNTY
CIIJ BAY CITY ROAD
EXISTING 7.5'x6'x66' CMPA
PROPOSED 12'-3"x7'-3"x72'
ALUMINUM STRUCTURAL PIPE ARCH
PREPARED BY: N.C.D.O.T.
NEW BERN DISTRICT ENGINEER'S OFFICE
209 SOUTH GLENBURNIE ROAD
NEW BERN. NC 28560
NOTE: NO IMPACTS ON COASTAL
OR 404 WETLANDS FOR THIS PROJECT
WEYERHAEUSER COMPANY
P.O. BOX 139/
NEW BERN, NC 28562
DBK. 8/2, PG. 602
AREA I
ZERO WETLAND IMPACTS
EXISTING R/W _ GUM SWAMP RUN
EXISTING SHOULDER POINT
-----------
�--
----------- --- --- -
EXISTING EP EXISTING TIMBER BULKHEAD
WITH TIMBER PILINGS
PROPOSED I2'-3"x7'-3'x72'
ALUMINUM /
TO AURORA STRUCTURAL ATE
_ UCTURAL PLATE PIPE ARCll
- /
1.1 MILES TO JCT.OF SR /924
EXISTING EP
EXISTING SHOULDER POINT
--------------
EXISTING TIMBER BULKHEAD
EXISTING R/W WITH STEEL PILINGS
7
AREA
ZERO WETLAND IMPACTS
EARL W. BON ER _
13, BONNERTON ROAD __-
URORA, NC 2 7806 404 WETLANDS -
DBK. l05/, PG. 2
252 -322 -5 27 30" - -
BUFFE BUFFER=
ZONE 2 ZONE l- -
PROJ. REFERENCE NO. SHEET NO. I TOTAL SHEETS
3 5
STATE PROJECT NO. DESCRIPTION
PIPE REPLACEMENT
SR 1002 BAY CITY ROAD
AUGUST
GUM SWAMP RUN IS A BLUE LINE
STREAM AS SHOWN ON THE BAYBORO QUADRANGLE
OPEN WATER IMPACTS
FEET
AREA 3 25 SQUARE FEET
AREA 4 20 SQUARE FEET
TOTAL: 120 SQUARE FEET
EXISTING R/W
AREA 2
ZERO WETLAND IMPACTS
- - - --------------------
/ EXISTING TIMBER BULKHEAD EXISTING SHOULDER POINT EXISTING EP
WITH TIMBER PILINGS
EXISTING 7.5'x6'x66' CMPA
SR 1002 � TO BAYBORO
BAY CITY ROAD TO PAMLICO COUNTY
EXISTING EP
EXISTING SHOULDER POINT
EXISTING TIMBER BULKHEAD EXISTING R/W
p� WITH ST
NOTE: NO IMPACTS ON COASTAL
OR 404 WETLANDS FOR THIS PROJECT
EARL W. BONNER NOTE: TAR -PAMLICO RIPARIAN
404 WETLANDS 13/8 BONNERTON ROAD BUFFER RULES APPLY
AURORA, NC 27806
30' DBK. l05/, PG. 102
20' 252-322-5227
- BUFFER AREA 3
ZONE I BUFFER ZERO WETLAND IMPACTS
ZONE 2

PROJECT 'NO. CROSS SECTION OF
CULVERT CROSSING
DATE AUGUST[" 20 2003
ROAD SR 1002 ARCH TYPE PIPE
ROAD NAME BAY CITY ROAD ]PIPE NUMBER I
COUNTY BEAUIFOIE T EXISTING 7.5' x Wx (6(b' CMFA
ROAD
SR 1002
SR 1002—ROAD
5.0'
NWL
AREA TO BE EXCAVATED
AND BACKFILLED r5o;
EXISTING
AREA TO BE EXCAVATED — AND BACKF7ILLED / .5'x6'x66' CMPA
UNDERCUT & NOT TO SCALE
BACKFILL
PROPOSED 12'-3"X7'-3"X72' ALUMINUM STRUCTURAL PLATE FIFE ARCH
ROAD A U G 2 9 2003
ROAD SR 1002
SR 1002 19'
5.01' NWL
PROPOSED 12'-3"x7'-rx72' Li
� o
ALUMINUM STRUCTURAL PLATE PIPE ARCH z J
W
REA TO BE EXCAVATED O
AND BACKFILLED 5.0' > r
N
a w
AREA TO BE EXCAVATED — d 0 w
W
AND BACKFILLED W I J
2.25 PROPOSED RIP PAP 92 END TOP VIEW- v+ o'LL
a
_ OF PIPE w x
I III U w �3
ui vi W
W V1 Z
UNDERCUT & NOT TO SCALE 160 SQUARE FEET 10' o LL
BACKFILL OF NEW FILL
GUM SWAMP RUN
PROPOSED JE'x as Clf
TOTAL SQUARE FEET 10, EDGE OF
OF NEW FILL = 320 SO. FT.
PAVEMENT
PROPOSED 2e 36'x44' CMP
EXISTING
SHOULDER
EXCAVATION ABOVE NWL: FINISHED EARTH SLOPE AS REQUIRED
66'L x 19'w x 11'd = 1,254 SQUARE FEET
�— \
PROPOSED RIP PAP @ END
EXCAVATION BELOW NWL- I I
w OF PIPE
76'L x 19'w x 3.25'd = 1,444 SQUARE FEET c
� � I

LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
I' VEGETATED UPLANDS BEFORE ENTERING WETLANDS
z
w TEMPORARY ROCK SILT CHECK � � I > (=3 O
SILT IASIN TYPE 'I'
SOIL EROSION CONTROL LEGEND,
TYPICAL EACH SHEET
TYPE -A UPLANDS /
Z
a
O
�t SILT BASIN TYPE B
w
I
w
4
�
TEMPORARY ROCK SILT CHECK TYPE -A
>
% TEMPORARY ROCK SILT CHECK TYPE-B
tl I
0
- - � TEMPORARY SILT FENCE
SILT BASIN TYPE-B
0
I
2
w�
aI
CRAOE BREAK
u
T D
I
Q
DIRECTION OF FLOW
o
I
o
III ------ WOODSLINE
DIFFUSE
FLOW
DETAIL
DIFFUSE FLOW
TEMPORARY ROCK SILT CHECK TYPE 'B'
TEMP. STONE
DITCH CNEDK
`
0•
PTJ
EDGE OF PAVEMENT
o`y
STRLICTUIIAL STONE
BACK
SLOPE
ISOMETRIC VIEW
—I• I14. r NATURAL GROUND
CROSS SECTION
VEE DITCH
SASE of DITCH
1' YIN.
NATURAL GROUND
12'EMENi 12' YIN.
E�'7x ]77[ 77TT
T
.IIC_y 11 t_�
FLOE
orrtoxAL TYPE •e•
A•.W
CROSS SECTION
SILT WASIN
IY THICK SEDIMENT
TRAPEZOIDAL DITCH
CONTROL STONE
ELEVATION VIEW
II.
NTS
------- 404 WETLANDS FILL AREA
20'
i0 --- NEUSE RIVER RIPARIAN BUFFER
------- 404 WETLANDS
$ -- COASTAL WETLANDS
GL 0 GL 10 ---- CRASS LINED CHANNEL
YJS-a IY
N
SECTION S-B
•i . a• n"., u• w.
xl �OIWEL
Y WY 1N
SECTION.
TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR.0'-G'
EDGE OF EXIST. ROAD
EXISTING FILL ,
UTILITIES LEGEND,
TYPICAL EACH SHEET
POWER POLE
•
AG
❑T
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
O*
SEWER CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
O
WATER METER
EIPO
EXISTING IRON PIPE
-Dp-
PROPERTY CORNER
— IL—
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
T
D
B E
Z = D
X-SECTION AREA (A) = BD +ZDI
TOP WIDTH (T)= B + 2DZ
AREA TO BE (�
FILLED OR r— UNDISTURBED AREA
DISTURBED
1
FABRIC BURIED BELOW
EXISTING GRA
SILT FENCE
DETAIL
NTS
PROPOSED SILT FENCE
I VAR.O•-6' I WETLAND
EDGE OF EXIST. ROAD

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/21/03
Earl W. & Helen Bonnor
1318 Bonnorton Rd.
Aurora, NC 27806
Dear Mr. & Mrs. Bonnor
'A U 6 2 9 2003
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 7.5' X 6' X 66' CMPA with a 12'-3" X 7'-3" X 72' Aluminum Structural Pipe Arch onsite of
his/her property located on SR 1002 in _BeaufortCounty. 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, 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.
Sin e
G. Littleton, Jr.
Tech V
Bridge Maintenance -Div 11
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)
0- a-J — 0-3 (Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
8/21/03
Weyerhaeuser Company
C/O Howard Spence
PO Box 1391
New Bern, NC 28560
Dear Mr. Spence
,AUG 2 9 2003
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 7.5' X 6' X 66' CMPA with a 12'-3" X 7'-3" X 72' Aluminum Structural Pipe Arch onsite of
his/her property located on SR 1002 in _Beaufort 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, 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.
Siy} e
. Littleton, Jr.
Tech V
Bridge Maintenance -Div II
L/ 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)
J 6-r-- (Date)

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Beaufort County
Inset Page 3
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