42763_NC DOT_20050831

1040-5-IJd
OCAMA / ❑ DREDGE & FILL
GENERAL PERMIT �
Previous permit #
❑New ❑Modification El 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 I
❑ Rules attached.
Applicant Name
Address i
C rX
f - 7
State ZIP
Phone #%tFax#()
Authorized Agent
—Tr c
Affected a CW
❑ EW
J,PTA ❑ ES Q PTS
AEC(s): ❑ OEA
7 HHF
❑ IH ❑ UBA ❑ N/A
❑ PWS:
❑ FC:
ORW: yes / no
PNA
yes / no Crit. Hab, yes / no
Project Location: County
Street Address/ State Road/ Lot #(s) _�/ , ! ?y' �j` .l-, r; Cf. .
Subdivision Ci. �. l r= j
� I
city-, ZIP
Phone # O River Basin
a
Adj. Wtr. Body (hat/man /unkn)
j
Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale: )
_
--1
ix
Pier (dock) length
Platform(s) -- —
Finger ier s __
Groin length
number
Bulkhead/ Ri ra len h
P P gt
av distance offshore
g I I
max distance offshore
Basin, channel
cubic yards_
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
Shoreline Length
SAM not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes ,no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
-
I
--
•
I
G
C
�_ �
�—
—
—
_
I
I
I
—
I
I
on back
regarding
River Basin rules.
[
See
note
Agent or Applicant Printed Name ;
Signature ** Pleaseread compliance statement on back of permit"
Application Fee(s) Check #
Permit, Officer's Signature
9
Iss ingDdte q Ex ira`tion"Date
Local Planning Jurisdiction kover 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 [I Other:
14
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 (910-796-7215) for more information on how to comply with these buffer 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: Fax: [phone]
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
400 Commerce Ave
Morehead City, NC 28557
202-808-2808/ 1-888-4RCOAST
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, INC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 06/29/05

w
Form DCM-MP-5
BRIDGES AND
CULVERTS
$100.00 Processing Fee
NCDOT
WBS NO.33565
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)
21" Concrete Cored Slab
c. Water body to be crossed by bridge
South Prona of the Bav River
d. Water depth at the proposed crossing at MLW or
NWL 6.0'
AUG I b 2005
Morehead City DCM
g. Length of proposed bridge 75'
h. Width of proposed bridge 27' CLEAR ROADWAY
i. Height of proposed bridge above wetlands
4.0'
Will the proposed bridge affect existing water flow?
_ _Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
4.0'
in.
e. Will proposed bridge replace an existing bridge?
_X _Yes No
If yes, n.
(1) Length of existing bridge 41'
(2) Width of existing bridge 24.5' CLEAR
ROADWAY
(3) Navigation clearance underneath existing
bridge 3.0'
(4) Will all, or a part of, the existing bridge be
removed? (Explain). ALL
f. Will proposed bridge replace an existing culvert(s)?
Yes _X—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)
Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
Will the proposed bridge cross
no navigable waters? Yes
If yes, explain
wetlands containing
X No
Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
2. CULVERTS N/A
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes _ _ _No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
Revised 03/95

• T
Form DCM2MP-5
(3) Navigation clearance underneath existing
c.
Will the placement o ky'
P
bridge 3.0'
require any high excavation?
(4) Will all, or a part of, the existing bridge be
X No AUG 1, 6 7005
removed? (Explain) N/A
If yes,
e.
Will proposed culvert replace an existing
(1) Length of area tg beexcavated
(2) Width of area MOr S"ity DCM
culvert?N/A
(3) Amount of material to be excavated in cubic
_ Yes _ _No
yards
If yes,
(1) Length of existing culvert
d.
If the placement of the bridge or culvert involves any
(2) Width of existing culvert
excavation, please complete the following:
(3) Height of the top of the existing culvert above
(1) Location of the spoil disposal area
the MHW or NWL
Temporary spoil area is existing road bed
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
(2) Dimensions of spoil disposal area
20' x 20'
f.
Length of proposed culvert
(3) Do you claim title to the disposal area?
X Yes No
g.
Width of proposed culvert
If no, attach a letter granting permission from
the owner.
h.
Height of the top of the proposed culvert above the
(4) Will the disposal area be available for future
MHW or NWL
maintenance? X Yes No
(5) Does the disposal area include any coastal
i.
Will the proposed culvert affect existing water flow?
wetlands (marsh), SAVs, or other wetlands?
Yes _ _No
Yes X No
If yes, explain
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
J.
Will the proposed culvert affect existing navigation
the MHW or NWL? Yes X No
potential? Yes — _No
If yes, give dimension if different from No. 2
If yes, explain
above.
e.
Will the placement of the proposed bridge or culvert
3.
EXCAVATION AND FILL
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? Yes X No
J
a.
Will the placement of the proposed bridge or culvert
If yes,
require any excavation below the MHW or NWL?
(1) Length of area to be filled
X No
(2) Width of area to be filled
_Yes
If yes,
(3) Purpose of fill
(1) Length of area to be excavated
(2) Width of area to be excavated
f.
Will the placement of the proposed bridge or culvert
(3) Depth of area to be excavated
result in any fill (other than excavated material
(4) Amount of material to be excavated in cubic
described in Item d. above) to be placed within: N/A
yards
_Coastal Wetlands SAVs Other
Wetlands If yes,
b.
Will the placement of the proposed bridge or culvert
(1) Length of area to be filled _
require any excavation within: N/A
(2) Width of area to be filled
_Coastal Wetlands _ SAVs _Other Wetlands
(3) Purpose of fill
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
g.
Will the placement of the proposed bridge or culvert
(3) Approximate area to be excavated
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? _Yes X No
Revised 03/95

Form DCM-MP-S
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 No X
If yes, explain in detail
Psi
Will the proposed project
any existing utility lines?
If yes, explain in detail
require the relocation of
Yes X No
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 Bridle 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?
X _Yes _No
If yes, explain in detail Rip Rap at Each End of
Proposed Bridge
NCDOT-Pamlico #4 Bridge Replacement on SR 1344
Applicant or Projec ame
Signature
Revised 03195
Date Z
.r
F_F"AUri 1 a
Mor®how City DCM

T1n9�e Ftd �# PA M L I C O# 4 Morehead City D
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SR 344 OVER UTH PRONG OF CIE BAY RIVER
0.
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BRIDGE RE LACEMENT
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SR 1345
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PROJECT NO. B-4221 CROSS SECTION OF
BRIDGE NUMBER 4 A U G 1 6 2005
DATE 07 -l2 -05
ROAD SR 1344 MOreheau
ROAD NAME SR 1344 OVER EXISTING BRIDGE. City DC
SOUTH PRONG BAY RIVER 1 @40'6"
COUNTY PAMLICO 24.5' CLEAR ROADWAY
WBS ELEMENT:35565
Sly 1344 OVER SOUTH PRONG ]SAY RIVER
PAMLICO COUNTY
40'6' SR I J44
ol
PROPOSED 21 " CONCRETE CORED SLAB
PROPOSED LENGTH = 1 @25' & 1 @50' SPANS
27' CLEAR ROADWAY
NO DECK DRAINS
75'
25' 5w SR 1544
I
4.0' I 2.0'
NOT TO SCALE

LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLANDS
Z SOIL ERASION CONTROL LEGEND.
I � TYPICAL EACH SHEET
TEMPORARY ROCK SILT CHECK
TYPE -A UPLANDS / w I a SAT BASIN TYPE B
w LL TEMPORARY ROCK SILT CHECK TYPE -A
D 0
q I w Y. TEMPORARY ROCK 51.1 CHECK TrPE-B
a I / o Ow w -�-r� TEMPORARY SILT FENCE
.r-SILT BASIN TYPE-B
RL7 {AIIN TYPE/! '1' w I GRADE BREAK
2 LD
00 w
DRECTU OF FLOW
'•• *— 1 5 I t J III ------ WOODSLINE
x
, G�•-•ny?A_ •a.tu ''�.,_ --- DIFFUSE FLOW
;�� nIFFI JSF FI ow nFTAIL
TFaM,ru3AF7 RMI SILT CtECK iYFF '13'
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ISOMTRIC YIEW
S✓✓
use OF DITIM
mrim oft" mm it, Him
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FLON—
n
NTS
-------- 404 WETLANDS FILL AREA
20' 30'
rr� NEUSE RIVER RIPARIAN BUFFER _
—------- 404 WETLANDS
* -- COASTAL WETLANDS
HqGL
/
GL
---- GRASS LINED CHANNEL
----OPEN WATER IMPACTS
1 � SlCTidl e•e
Fl K!N r—
SECTION A•A
TEMPORARY ROCK SILT CHECK TYPE —A
PROPOSED SILT FENCE
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
• POWER POLE
AG
10 TELEPHONE PEDESTAL
❑C CABLE TV PEDESTAL
Q+ SEWER CLEAN OUT
® WATER VALVE
FIRE HYDRANT
O WATER METER
EIPO EXISTING IRON PIPE
+ PROPERTY CORNER
11— PROPERTY LINE
GRASS -LINED CHANNEL
Z°
X-SECTION AREA (A) = BD +ZD'
TOP WIDTH (T)= B + 2DZ
AREA TO BE
FILLED OR �-
UND A
DISTURBED
5;•
}mid. �
FABRIC BURIED BELOW
EXISTING GRA
SILT %ENCE'
DEDIL
140POSED SILT
FERC�
WETLAND VAR.0'-6'
EDGE OF EXIST. ROAD
VAR. 0'-6'
EDGE OF EXIST. ROAD

LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
VAI
DIM
14 �s
SEDIMENT CONTROL
I FT. MIN.
WATER FLOW
CONTROL STONE
WIN.
T
TURBIDITY CURTAIN
.'
STEEL POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
0
USE NO.3 OR NO.57 STONE FOR SEDIMENT
CD
CONTROL AND PAY FOR AT THE CONTRACT UNIT
-
PRICE PER TON SEDIMENT CONTROL STONE
(D
CD
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH V4 INCH MESH OPENINGS
INSTALL 5 FT.SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM
INSTALL 6 FT. LONG, 3 IN. DIA WOOD POSTS
(�
3 FT.DEEP MINIMUM
Za
SPACE POSTS A MAXIMUM OF 3 FT.
PUMP

REFERENCE NO. NAMES
1
2.
3.
4.
SPENCER FARMS INC.
GO J.D. SPENCER
P.O. BOX 36
ALBEMARLE, NC 28509
SADIE SIMPSON PAUL
1903 306 NC HWY
NEW BERN, NC 28560
ARTHUR M. KELLY JR., ET UX
P.O. BOX 243
GRANTSBORO, NC 28529
SPENCER FARMS INC.
CEO J.D. SPENCER
P.O. BOX 36
ALBEMARLE, NC 28509
PROPERTY OWNERS
AUG 1 6 ?005
Morehead City OCM
LOCATION
DB 194 - PG 258
DB 118 - PG 539
DB 329 - PG 515
MB 5 - PG 35
DB 271 - PG 684
PC A - SLIDE 58-1
DB 296 - PG 397
PC A - SLIDE 80-7
DB 194 - PG 258
MB 5 - PG35
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-4221
REPLACE BRIDGE NO. 004
OVER SOUTH PRONG BAY
RIVER ON SR 1344 BETWEEN
NC 55 AND SR 1345.
SHEET OF 03,04,05

INV
EXISTING BRIDGE:
- �
—'
N C D OT
PROJ.REFERENCE NO. SHEET NO. TOTAL
8-4221 4A
LENGTH: 1Q41'0" —
_
�
WIDTH: 24.5 CLEAR ROADWAY — —
__-
DIVISION OF HIGHWAYS
��
STATE PROJECT N0. DESCRIPTION
weS ELEMENT REPLACE 19,DGE O. 4
CONCRETE DECK ON 3
�tiS2o°ro 53•E
PAMLICO COUNTY
pP �O
335 5 OVER SOUTH PRONG
TIMBER CAPS AND PILINGS in
r•_xiSriNc
0 8� r iw MON PROJECT: B-4221
�� ��'
BAY RIVER ON SR 1344
CROWN TO BED:�11.0'
m - .. _
j SPENCER FARMS INC.
11
PARCEL 2
BETWEEN INC 55
ANDSit1345.
WATER DEPTH: 6.0
_� DB 194 - PG 258
;
SADIE SIMPSON
PAUL FOR RMITTING ONLY:
.
PROPOSED BRIDGE: rn
�DB 118 - PG 539
w
a,� DB 329 - PG 515
' IEIP
S123g,5
g5� DB 271- PG 684
5 1' NOT: OR CONSTRUCTION
PC A -SLIDE 58-I
�� cfl
SPANS: 1 @25'0 '
d� MB 5 - PG 35
Z PARCEL I1@50
Sg3 gyp,
i s � oos'E 65
LENGTH: 775 0"
BL- 3 PINC 9+72.64=
R2539C BY7-56 =
NOTE: SOUTH PRONG BAY RIVER IS A BL' E LINE e3
WIDTH: 27' CLEAR ROADWAY
21 CONCRETE CORED SLAB
; 4
TI-101 PING 5+89.12
-L- STA. 14+46.29 OFF 17.36 RT
I
STREAM AS SHOWN ON THE "BAYBORO
KECOUNR 3 F
AND EPAML
L SURVEY
w1
TQHE SOIUAD
OFP COET
i
O
WOODS
,
I ` l
o
rn 1 0,01 o
Bn IMPACT - 487 sf
FILL AREA 2
I '
AUG
-
BL- 2 PINC 7+72.41=
0 1 �,
REMOVAL-354 sf
4y
BY-55 PINC 8+43.52=
o U, 1 _
BZ2 IMPACT-328 sf
O
-
R2539C BY7 55
v I Z
FILL REMOVAL-0 sf
BL- 4 Fj -
E
:s
-L- STA.12+46.09 OFF.20.24 RT
WOODS
Ln
BYI- 6 POT
SZ1 IMPACT-601 sf AREA 1
WE
`
BM BM ttl -L- STA. 16+95.52 OFF 8 RT
I.0
FILL REMOVAL-416 of
L = ,4
1' -BL- ST4A IL 80.74
I-
W:
BZ2 IMPACT-320 sf
FILL REMOVAL-0 sf I l
�,.� 1 i P
` ��
5+00, -"
INV=3. 0'
INV=3.82'
'CON
�.
��
Ell
Q
`_ TEMP. ROCK CHECK; T1fPE A Tom? - - - _
I
�O
10� SOIL PATH
� _ INV=4.39'
_
�� BRIDGE N89' 05'E
- -
- — -
�
-
SILT FENCE
93'
o 5.9' E
31 48" 0
-I .07'
7026'
-- F
404 LIN
- - - GfZAU 350- -
-- �-
r II N
�
l.... �...
T 7 /4
I S / 1"
II h
I
l7 ROAD END
AD S'
I
SR 1344 COOPER RD ^ 20' BST
I ;�
S PE STAKE
F
-__
G E1 3- _ EST E TYRO
G _U 350.------ F---
F
� o
SILT FE GE
cFn
NV=3.60' m
yo
o
-L- POT 12+74.96
AREA 3 WORK POINT 1 INV=3.04'—
IN 77''•
2
�.
NV=3.17'
-L- POT 13+15.96 \ �,c
15` CONC
m IN =3.47'
I
BZ1 IMPACT-604 of
FILL REMOVAL=426 sf
CLP
EX OI G VE w 0' 20'
, BRI GE Z BUFFER
0
WORK POINT 2
AREA 4�
I I �
f
O
g FER
20 BU R � ,, Z NE 1 ONE
BZ2 IMPACT-385 of ,BUFFS' ZO ¢�
FILL REMOVAL=0 sf
BZ1 IMPACT-591 sf
FILL REMOVAL=362 sf INV=3.66'
\ \ 0�
II ��
�QNE
WE \
WOODS BZ2 IMPACT-375 sf
O
cNS �
FILL REMOVAL=0 sf
9�A\
WOODS
WE N Q_
\ PARCEL 4
a
J
If
PARCEL 3
- ti
�' o
\
SPENCER FARMS INC.
DB 194 - PG 258
�\
�
ARTHUR M. KELLY JR., et ux
j �,
DB 296 - PG 397
P N VIEW
MB 5 - PG 35
PC A - SLIDE 80-7
SCALE:1"=50' \
404 WETLAND IMPACTS
ZONE 1 BUFFER IMPACTS
ZONE
2 BUFFER IMPACTS
WETLAND EXCAVATION
TEMPORARY WETLAND FILL
AREA 1
0 SQUARE FEET
AREA
1 601 SQUARE FEET
AREA 1
320 SQUARE FEET
AREA 1 0 SQUARE FEET
AREA 1 0 SQUARE FEET
AREA 2
40 SQUARE FEET
AREA
2 487 SQUARE FEET
AREA 2
328 SQUARE FEET
AREA 2 0 SQUARE FEET
AREA 2 0 SQUARE FEET
AREA 3
0 SQUARE FEET
AREA
3 604 SQUARE FEET
AREA 3
385 SQUARE FEET
AREA 3 0 SQUARE FEET
AREA 3 0 SQUARE FEET
AREA 4
0 SQUARE FEET
AREA
4 591 SQUARE FEET
AREA 4
375 SQUARE FEET
AREA 4 0 SQUARE FEET
AREA 4 0 SQUARE FEET
TOTAL:
40 SQUARE FEET
TOTAL: 2283 SQUARE FEET
TOTAL:
1408 SQUARE FEET
TOTAL: 0 SQUARE FEET
TOTAL: 0 SQUARE FEET
0.0009 ACRES
0.052 ACRES
0.032 ACRES
S EETS
Z

m
E
E
Ir
°Ip'53•E
SPENCER FARMS It
DB 194 - PG 258
DB 118 - PG 539
DB 329 - PG 515
MB 5 - PG 35
WOODS
. 1b33.01)
SR 1344 COOPER RD 29 BST
EXISTING
T
r =10 REFERENCE No. SKEET? .
W BS ELEMENT 33565 a-&W SHEET Nn. 4A
ROADWAY DESIGN
1 i P� O �[N61NRR
I
1 i SEA
SADIE SIMPSON PAUL
'i EIP
5� DB 271 - PG 684
S/2°39,5
PC A -
SLIDE 58-1
1
1
I
1
1
Sg3°`'� �p
5-E 65
67.00,
1
1 '
I
1 I
, w1
�1 O
1 VI N
I m
to
1 Z
WOODS
TEMP. ROCK SILT CHECK, TYPE A
\i
1
. 1633.01)
K L
D T
Ell P
(STD. 1632.03)
�. � _ ___---------
- - - PAT»_----__
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II I AUG i05
II I T HE SOUTH PRONG OF THE BAY RIV o ,; g �. • ,�
BLUE LI N ST BEAM AS SHOWN ON THE BAYBOR GS QUAD MAP
AND SHEET NUMBER 3 OF THE SOIL SURVEY OF PAMLICO COUNTY

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
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.
Article Addressed to:
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A. Signature
X 0 1 A Agent
❑ Addressee �
B. Received by (Printed Name) C :DatQ Of Delivery
C(],r�CDr
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
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3. Service Type
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
j 2. Article Number
(rranster from service iabeq 7 0 0 4 1160 0004 5 9 4 6 7 617
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ;

UNITED STATES POSTAL
• Sender: Please print yo
"Fi--lass jvlail
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■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
` ■ Print your name and address on the reverse
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.
Article Addressed to:
Sido/C Sl"fS0 J ?,aLJL
1903 lhe) y Nc 30&
A&) B 6k"v f /J G
Z$51�0a
A. Signature
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❑ Agent
❑ Addressee
B. Received by (Printed Name)
C. Date o fliv'
C/R
D. Is delivery address different from item 1?
❑ Yes
If YES, enter delivery address below:
❑ No
5
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3. Se ice Type
;k- ertified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise r
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee)
❑ Yes
2. Article Number
(Transfer from service label) 7003 1010 0002 6560 5071
PS Form 3811, February 2004 Domestic Return Receipt 1025%-02-M-1540

UNITED STATES POSTAL SERVICE
• Sender: Please print your name,
V AUC
First -Class Mail
Postage & Fees Paid
ZIP+4 in this
I (S Z005
G-10
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Ma -tea-Ilocehead Gity DAM
T-)_ 0 . p,o�( 158 7
G-e,F_EI) v/J/f/ Alc 27835
B IDGe /i6,PId 4 t,V T.

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
ti ■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
�/0
t" - D • -BoK 34,
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C. Date of Delivery
D. Is delivery address different from Rem 11 ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
)SCCertified Mail 0 Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7004 1160 0004 5846 7 2 6 7
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-M•1540 '

UNITED STATES POSTAL SERVICE First -Class Mail
Postage & Fees Paid
USPS
111111 Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
9
is AUG 1 6 Z005
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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
08/03/05
Sadie Simpson Paul
1903 HWY NC 306
New Bern, NC 28560
To Whom It May Concern:
'VIE,
AUG 1 a 7pog
N►o�ahvact G►ty UCM
.AUG 10 2005
NG POT In. of HiG mys
UVOON 22
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace a bridge on -site of his/her property located on SR 1344 in Pamlico 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, 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,
h?k441�
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.
Q ULZ ' (Signature)
Y'" % — .0 5 (Date)

DOT PERMIT FEE BILLING REQUEST
Date: 8/31/05
To: Jaye Poole
From: Bill Arrington
Transfer Amount: $100.00
DOT Project Description: bridge replacement
Bridge #: 4 Pamlico
Bridge Location: On SR 1344, approximately 200 feet south of NC 55, at the crossing of
the South Prong of the bay River, in Alliance,
State Road #: 1344
County: Pamlico County
DCM Permit Type and Number: GP 42763 C
Fee Division if Applicable: (record amounts to be split with DWQ, if applicable) N/A
DCM:
DWQ:
WBS Element Number: 33565