43170_NC DOT_20050930

E CAMA / F— DREDGE & FILL .13170
IdENERAL PERMIT Pre/i,��Uls l5ermit #
EiNew I Modification Cl 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 I SA NCAC
0 Rules attached.
Applicant Name "T Project Location: County
-7
Address r Street Address/ State Road/ Lot #(s)
City k-,IQe State ZIP r4 T
J
Phone #
C Fax # Subdivision
t.
Authorized Agent City—:� ZIP
Affected D<CW El EW EO PTA FJ,ES 0 PTS Phone# River Basin
AEC(s): El OEA -1 HHF I- 1H F UBA El N/A Adj. Wtr. Body (nat /man /unkn
El Pws: [1 FC: Closest Maj. Wtr. Body
ORW: yes /-no PNA yes / no Crit. Hab. yes no
I Type of Project/ Activity
(Scale:
Pier (dock) length_
Platform(s)__ _ _ _
Finger pier(s)__
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
'J
(6 7
cubic yards
Boat ramp
7
Boathouse/ Boatlift
Beach Bulldozing
Other A il-"
-T
C L L
I
Shoreline Length
SAV not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applic
Printed Name
Signature "Please read compliance statement on back pf,permit
Application Fee(s) Check #
See note on back regarding River Basin rules.
Permit Officer's Signature
Issuing Date/ Expiration Date
r U
Local Planningjurisdiction Rover File Name

4
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 wiill
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:
FJI 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 (910-796-7215) 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, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Orslow -below New River Inlet- and
Pender Counties)
Revised 06/29/05

Form DCM=MP-5
BRIDGES AND
CULVERTS '; 43 A0,
$100.00 Processing Fee
NCDOT
WBS NO.33564
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
KIRKMAN GUT
d. Water depth at the proposed crossing at MLW or
NWL 1.5'
e. Will proposed bridge replace an existing bridge?
X _Yes No
If yes,
(1) Length of existing bridge 34' 2.6"
(2) Width of existing bridge 19' CLEAR
ROADWAY
(3) Navigation clearance underneath existing
bridge 2.0'
(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)
g. Length of proposed bridge 60'
h. Width of proposed bridge 24' CLEAR ROADWAY
i. Height of proposed bridge above wetlands
2.5'
J. Will the proposed bridge affect existing water flow?
_Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
2.5'
Will the proposed bridge
reducing or increasing th
opening? Yes X No
If yes, explain
e
affect navigation by
existing navigable
in. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. 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)
(2)
Length of existing bridge
Width of existing bridge_
Revised 03/95

Form DCM=MP-5
(3) Navigation clearance underneath existing
bridge 2.0'
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All
e. Will proposed culvert replace an existing culvert?
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)
f. Length of proposed culvert
g. Width of proposed culvert
h. Height of the top of the proposed culvert above the
MHW or NWL
i. Will the proposed culvert affect existing water flow?
Yes _ _No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes , 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?
_Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: N/A
Coastal Wetlands _ SAVs _Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Approximate area to be excavated
c. Will the placement of the proposed bridge or culvert
require any high ground excavation? _ Yes
X No
If yes,
(1) Length of area to be excavated_
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
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? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill _
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: N/A
Coastal Wetlands SAVs Other
Wetlands If yes,
(1) Length of area to be filled _
(2) Width of area to be filled
(3) Purpose of fill
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
Revised 03/95

, Form DCM-MP-5
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
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 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 #65 Bridle Replacement on SR 1304
Applicant or Project Name
Signature
U
Date 08/04/05

BRID E NUMBER 65
SR 1304 VER KIRKMAN GUT
N
w E
r
m
m
a
S
Don Lee Rd
wo Camp U)
77 River Rd
u
w
0
Camp Don Le Rd SR 1304
PROJECT
1,500 750 0 1,500 Feet
VICINITY MAP

BRIDGE NUMBER 65
SR 1304 % Vt R KI RKMAN GUT 4
E t t
i TT
n Lee
Rive Rd

PROJECT NO. B-4219 CROSS SECTION OF
DATE 07 —12 —05 BRIDGE NUMBER 65
ROAD SR 1504
ROAD NAME SR 1504 OVER E"STING BRIDGE:
KIRKMAN GUT TIDAL FLOW 1 @342.6»
COUNTY PAMLICO I 19' CLEAR ROADWAY
SR 1304 OVER KII3KMAN GU'Il' 'Y°IDAd. FLOW
PAIMLICO COUNTY
=-I
NOT TO SCALE
PROPOSED 21" CONCRETE CORED SLAB
PROPOSED LENGTH = 1 @60' SPAN
24' CLEAR ROADWAY
NO DECK DRAINS
-IT
04
NOT TO SCALE

ULT KWIN TYR 4'
0
LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLAND I F
w
w
ui
w
SOIL EROSION CONTROL LEGEND,
TYPICAL EACH SHEET
TEMPORARY ROCK SILT CHECK F I
>
TYPE -A UPLANDS z
wl
na
M sET BASH TYPE B
w w
LLO
TEMPORARY ROCK SILT CFECK TYPE -A
G
w
f9 TEMPORARY ROCK SILT CHECK TYPE-B
a
u
� I
W
TEMPORARY SILT FENCE
SILT BASIN TYPE-B o
{—y
LRAOE BREAK
„AII v I
a w
I
DIRECTION OF FLOW
I'll
0
II I ------ WOODSLINE
T DIFFUSE FLOW
DETAIL
DIFFUSE FLOW
711FOR.ARY ROCK SILT CHECK TYPE 'a'
CITOII
�a
MM OF PAVAeRr
trNICTLML floN[
ELOKE
,`
IOONETIIIC VIEW
n7F 7 CYO I' KN. Nkrjt#L 011111UA
I I It_111�v�f
OI M /NOTION
YQ 02T
NTS
-------- 404 WETLANDS FILL AREA
20' 30'
meW aErm --- NEUSE RIVER RIPARIAN BUFFER
�I------- 404 WETLANDS
-- COASTAL WETLANDS
GL � GL � --- GRASS LINED CHANNEL
----OPEN WATER IMPACTS
M
NUNN e•N
a-Ir m., vow.
ltlI T--
1EOTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
• POWER POLE
AG
TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
O+ SEWER CLEAN OUT
® WATER VALVE
FIRE HYDRANT
O WATER METER
EIPO EXISTING IRON PIPE
+ PROPERTY CORNER
IT-- PROPERTY LINE
GRASS -LINED CHANNEL
Z=
X—SECTION AREA (A) = BD +ZD
TOP WIDTH (T) = B + 2DZ
AREA TO BE �_ 6
FILLED OR
DISTURBED
'i
� Tt.
FABRIC BURIED BELOW
EXISTING GRADE_
UNDISTURBED AREA
SILT FENCE
DETAIL
NTS
SILT FENCE
WETLAND I VAR.O'-6' I VAR.O'-G' I WETLAND
EDGE OF EXIST. ROAD I EDGE OF EXIST. ROAD

LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
VAI
DIM,
CONTROL STONE
WIN.
//
SEDIMENT CONTRO,
I FT. MIN.
WATER FLOW
tcL rU�i - z rl.Uttr
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
USE NO.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH %4 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
SPACE POSTS A MAXIMUM OF 3 FT.
TURBIDITY CURTAIN
PUMP
SILT BAG

REFERENCE NO. NAMES
2.
DON LEE FARMS, INC.
4406 DON LEE RD.
ARAPAHOE, NC 28510
EDNA E. HARRIS
817 CHATTAWKA LANE
NEW BERN, NC 28560
PROPERTY OWNERS
LOCATION
DEED BOOK 177, PAGE 687
DEED BOOK 113, PAGE 575
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-4219
REPLACE BRIDGE NO. 65
OVER KIRKMAN GUT TIDAL
FLOW ON SR 1304
EAST OF SR 1301.
SHEET OF

EXISTING BRIDGE: PROPOSED
BRIDGE:
NCDOT
PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
4A
LENGTH: 1@34'2.6" LENGTH: 1@60' SPAN
STATE PROJECT N0. DESCRIPTION
WIDTH: 19' CLEAR ROADWAY WIDTH: 24'
CLEAR ROADWAY
DIVISION OF HIGHWAYS
TBM 2
WBS ELEMENT:3 5
CONCRETE DECK ON TIMBER 21" CONCRETE CORED SLAB
PAMLICO COUNTY -BL- STA. 10+72.46
REPLACE BRRIDGE C�5
CAPS AND PILINGS
PROJECT: B-4219 m
222.20' LEFTTIDAL
FLOW ON SIR
ELEv.2.i3
CROWN TO BED:5'
-L- POT 14+21.50
1 07/12M5
WATER DEPTH: 1.5'
219.63' LEFT
FOR PERMITTING ONLY:
NOT FOR CONSTRUCTION
PARCEL 2
EDNA E. HARRIS
AREA 1
GJ�
DEED BOOK 113, PAGE 575
O PARCEL 1
IMPACT-530 sf
REMOVAL-308 sF
F
DON LEE FARMS, INC.
FB
��� p�
AREA 2
DEED BOOK 177, PAGE 687
IMPACT-292 of
REMOVAL-0of
�0
BUPE BUFF.
ONF
ZF
BM IMPACT-263 sf
FILL REMOVAL-153 ofWE
�,, 03
ti
Z
O
f
ry I Q
O
BZ2 IMPACT-510 sf
FILL REMOVAL-0 of
El
0
� N
C> MOBILE HOME
WOO
0`�
+�
17 —)
OS
WE
OBILE
r3.
HOME
SLOPEFST
w
CAMA
JURISDICTION IS
CASH CORNER
F A ?
/
PTO
ip�'
O
�
EXISTING R/W I\ r - - — — —
/
F - -
— — — — —
- - - - - _
� 1...::....:.;.:::.
o ,. N 7501' 13.8' E 1.SR 1304 RIVER
1.
L ::.:::.. a:::...: :: �...>. .
_ '
/ o
16' WIDE BST
T E I
o
EXISTING w rF
—
— R IN
F F SILT FENCE
.
� SLOSTAKE
WE
REMOVE EXISTING
WE TEMP. ROCK SILT CHECK, TYPE A (M.)NEUSE
BRIDGE —, T
RIVER
-L- POT 13 + 71 J 0 -L- POT 14 + 08.32 AREA 3
WORK POINT 1 WORK
POINT 2
NEUSE RIVER
AREA 4
BZI IMPACT=758 of
FILL REMOVAL =111 sf
BZ1 IMPACT-358 sf
BZ2 IMPACT=260 of
FILL REMOVAL-304 sf
FILL REMOVAL =O sf
BZ2 IMPACT-761 sf —BL— 10 PINC 9+81.20
FILL REMOVAL-32 sf -L- POT 13+63.25 (13.40' RT)
NOTE: KIRKMAN GUT TIDAL FLOW IS A BLUE LINE
STREAM AS SHOWN ON THE CHERRY POINT USGS QUAD
PLAN VIEW
MAP AND SHEET NUMBER 9 (INSET) OF THE SOIL
SURVEY OF PAMLICO COUNTY
SCALE: l'-50'
COASTAL WETLAND IMPACTS
ZONE 1 BUFFER IMPACTS
ZONE 2 BUFFER IMPACTS
WETLAND EXCAVATION
TEMPORARY WETLAND FILL
AREA 1
30 SQUARE FEET
AREA 1
530 SQUARE FEET
AREA 1 292 SQUARE FEET
AREA 1 0 SQUARE FEET
AREA 1 0 SQUARE FEET
AREA 2
30 SQUARE FEET
AREA 2
263 SQUARE FEET
AREA 2 510 SQUARE FEET
AREA 2 0 SQUARE FEET
AREA 2 0 SQUARE FEET
AREA 3
0 SQUARE FEET
AREA 3
758 SQUARE FEET
AREA 3 260 SQUARE FEET
AREA 3 0 SQUARE FEET
AREA 3 0 SQUARE FEET
AREA 4
0 SQUARE FEET
AREA 4
358 SQUARE FEET
AREA 4 761 SQUARE FEET
AREA 4 0 SQUARE FEET
AREA 4 0 SQUARE FEET
TOTAL:
160 SQUARE FEET II
TOTAL:
1909 SQUARE FEET
TOTAL: 1823 SQUARE FEET
TOTAL: 0 SQUARE FEET
TOTAL: 0 SQUARE FEET
0.001 ACRES11
0.044 ACRES
0.042 ACRES

e

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ST 'WE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. O. Box 1587
GREENVILLE, NORTH CAROLINA 27835-1587 7004 1160 0004 5946 7631 _
�V4
ti
To fo
R
,OyA`
j•^k
r
I/A
S17 C��4 7- 7,,-V W A-14
OA ❑ INSUFFICIENT ADDRESS
❑ ATTEMPTED NOT KNOWN OTHERJUS
C ❑ NO SUCH NUMBER/ STREET
S ❑ NOT DELIVERABLE AS
ADORES ED
UNABLE TO FORWARD
A, ; v
40
MINEY BOWES
02 1P $ 05.110
000235"T`s A UG 05 2-005
MAILED FROM ZIP GODE 2 7 834
NAME
ast Notice
Qnd Notice_.
Return, ....... ..,._
♦ ,

UNITED STATES- POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
111111 LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
N C' DO f
7 o
�ambC'Z) �'S
8P-1 D '�-i`
f
f3

■ 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.
1. Article Addressed to:
�3ceN l N C-1
A. Signature
X ❑ Agent
❑ Addressee
B. Received by (Printed Name) I C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. §eryjce Type
Certified Mail ❑ 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 116 0 0004 5 9 4 6 7631
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

REFERENCE NO. NAMES LOCATION
1. DON LEE FARMS, INC. DEED BOOK 177, PAGE 687
4406 DON LEE RD.
ARAPAHOE, NC 28510
2. EDNA E. HARRIS DEED BOOK 113, PAGE 575
817 CHATTAWKA LANE
NEW BERN, NC 28560
NCDOT
PROPERTY OWNERS DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-4219
REPLACE BRIDGE NO. 65
OVER KIRKMAN GUT TIDAL
FLOW ON SR 1304
EAST OF SR 1301.
SHEET OF O&O&C

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
08/04/05
Edna E. Harris
8 t7 Chattawka Lane
New Bern, NC 28560
To Whom It May Concern:
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 1304 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. 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.
Sincerely,
v�
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
BRIDGES AND
CULVERTS
$100.00 Processing Fee
NCDOT
WBS NO.33564
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-L 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
KIRKMAN GUT
d. Water depth at the proposed crossing at MLW or
NWL 1.5'
e. Will proposed bridge replace an existing bridge?
_X _Yes No
If yes,
(1) Length of existing bridge 34' 2.6"
(2) Width of existing bridge 19' CLEAR
ROADWAY
(3) Navigation clearance underneath existing
bridge 2.0'
(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)
g. Length of proposed bridge 60'
h. Width of proposed bridge 24' CLEAR ROADWAY
i. Height of proposed bridge above wetlands
2.5'
j. Will the proposed bridge affect existing water flow?
_ _Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
2.5'
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. 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

r�
Form DCM-MP-5
(3) Navigation clearance underneath existing
bridge 2_0'
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All
e. Will proposed culvert replace an existing culvert?
_ 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)
f. Length of proposed culvert.
g. Width of proposed culvert
Height of the top of the proposed culvert above the
MHW or NWL
i. Will the proposed culvert affect existing water flow?
Yes _ _No
If yes, explain
Will the proposed culvert affect existing navigation
potential? Yes , 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?
_Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: N/A
Coastal Wetlands _ SAVs _Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Approximate area to be excavated
c. Will the placement of the proposed bridge or culvert
require any high ground excavation? _ Yes
X No
If yes,
(1) Length of area to be excavated_
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
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? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill _
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: N/A
Coastal Wetlands SAVs Other
Wetlands
If yes,
(1)
Length of area to be filled _
(2)
Width of area to be filled
(3)
Purpose of fill
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
Revised 03/95

c
Form DCM-MP-5
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
M
Will the proposed project
any existing utility lines?
If yes, explain in detail
require the relocation of
Yes X No
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?
X Yes No
If yes, explain in detail _Rip Rap at Each End of
Proposed Bridge
NCDOT-Pamlico 965 Bridge Replacement on SR 1304
Applicant or Project Name
9.
Signature
U
Date 08/04/05

BRID E NUMBER 65
SR 1304 VE R KI RKMAN GUT
N
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Camp 000 fee
w River Rd
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Camp Don Le Rd SR 1304
PROJECT
1,500 750 0 1,500 Feet
VICINITY MAP

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PAM L I CO # 65
SR 1304 OVER KI RKMAN GUT
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PAMLICO COUNTY SOILS MAP

BRID NdER 65
SR 1304 V•EI KIRKMAN GUTS
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PROJECT NO. 8-4219 CROSS SECTION OF
BRIDGE NUMBER UMBER 65
DATE 07 -12 -05
ROAD SR 1304
ROAD NAME SR 1304 OVER Fl"ST"G BRIDGE:
KIRKMAN GUT TIDAL FLOW 1@342.6"
COUNTY PAMLICO 19- CLEAR ROADWAY
SIB 1304 OVER KIRKMAN GUT TIDAIL FLOW
PA MLICO COUNTY
34'2.6" SR 1304
Li
2.0'
I Nw� I /.5'
1.5'
NOT TO SCALE
PROPOSED 21 " CONCRETE CORED SLAB
PROPOSED LENGTH = 1 @60' SPAN
24' CLEAR ROADWAY
NO DECK DRAINS
60' SR 1304
I
2.5'
�
I �
NOT TO SCALE

ULT IAIIN TYPE '1'
n
LEGEND SHEET UTILITIES LEGEND,
TYPICAL EACH SHEET
DIFFUSE FLOW THROUGH I WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLAND I F
z
2
SOIL EROSION CONTROL. LEGEND.
TYPICAL EACH SHEET
TEMPORARY ROCK SILT CHECK I
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TYPE -A UPLANDS z
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StT BASIN TYPE B
W
LL
TEMPORARY ROCK SILT CHECK TYPE -A
Q
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TEMPORARY ROCK SK.T CHECK TYPE-B
a
TEMPORARY SILT FENCE
SILT BASIN TYPE-B 0
I
I w I
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_
a w
T VI
I
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------ WOODSLNJE
DIFFUSE FLOW
DETAIL
DIFFUSE FLOW
TWORARY ROCK SILT CHECK TYPE 'R'
DITON
Y�v
— Will Of PAVBRIfT
rnucnAuu -TM
ILOfF
I"KrrIIO VIEW
1' IQN, r NATURAL INgNO
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lAll OF DIM
I,I
IWATION VIM
NTS
------- 404 WETLANDS FILL AREA
20' 30'
w.rri zac NEUSE RIVER RIPARIAN BUFFER
—------- 404 WETLANDS
-- COASTAL WETLANDS
GL GL -'-- GRASS LINED CHANNEL
i
----OPEN WATER IMPACTS
Rw
M
Maio" B•B
� • �r m., u� lw.
Kw T --
IEOTION A•A
KLNA TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR.0'-6'
EDGE OF EXIST. ROAD
EXISTING FILL
• POWER POLE
AG
10 TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
Q SEWER CLEAN OUT
® WATER VALVE
0 FIRE HYDRANT
0 WATER METER
EIPO EXISTING IRON PIPE
-I- PROPERTY CORNER
I� PROPERTY LINE
GRASS -LINED CHANNEL
Z=
X-SECTION AREA (A) = BD tZD'
TOP WIDTH IT)= B f 2OZ
AREA TO BE 6
FILLED OR �— UNDISTURBED AREA
DISTURBED
'i.
d
d
FABRIC BURIED BELOW
EXISTING GR_
SILT FENCE
DETAIL
NTS
PROPOSED SILT FENCE
I VAR.O'-G' I WETLAND
EDGE OF EXIST. ROAD -

VAI
DIM,
SEDIMENT CONTRO,
l FT. MIN.
WATER FLOW
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
N � i c c L POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
USE NO.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH %4 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
- CONTROL STONE
MIN.
T
TURBIDITY CURTAIN
T
SILT BAG
SPACE POSTS A MAXIMUM OF 3 FT.

EXISTING BRIDGE:
PROPOSED
BRIDGE:
NCDO �
PROJ.REFERENCE NO. SH ET N0. TOTAL SHEETS
- as
LENGTH: 1Q342.6"
LENGTH: 1@60' SPAN
STATE PROJECT NO. DESCRIPTION
WIDTH: 19' CLEAR ROADWAY
WIDTH: 24'
CLEAR ROADWAY
DIVISION OF HIGHWAYS
TBM 233564
CONCRETE DECK ON TIMBER
21" CONCRETE CORED SLAB
PAMLICO COUNTY -BL- STA. 10+72.46
REPLACE KBR DGE NO. 5
CAPS AND PILINGS
PROJECT: B-4219 222.20' LEFT
m
CROWN TO BED:5'
ELEv.2.13
-L- POT 14+21.50
7 5
WATER DEPTH: 1.5'
219.63' LEFT
FOR PERMITTING ONLY:
NOT FOR CONSTRUCTION
PARCEL 2
EDNA E. HARRIS
AREA 1
GJ�
DEED BOOK 113, PAGE 575 c)
PARCEL 1
O
BZ1 IMPACT-530 sf
DON LEE FARMS, INC.
DEED BOOK 177, PAGE 687
Flu REMOVAL-308 sf
BZ2 IMPACT-292 sf
Flu REMOVAL-0 sf
��� �pP�
��
BUFFER 30, I
O►YF BUFFER
AREA 2
BM IMPACT-263 sf
FILL REMOVAL-153 sf
t� o
+ 2
ZONE 1WE
BZ2 IMPACT-510 sf
FILL REMOVAL-0 sf
o o
N
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0
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IL -MOBILE HOME
WO
WOODS
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SLOPE
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CAM*
JURISDICTION
D>;jLD
_ TO CASH CORNER
®
F A A
.:
EXISTING R/W �� 1
Lz:
_ F - . _
o ... N 76' 01 13,8'. E I . SR 1304 RIVER ROAD
C .: ....: _ ...:. .:, ,
`_ o
a....
16'
WIDE BST
T- . E B ..L .
o
16' 4
m
EXISTING R/W
-
F
-
R IN F F SILT FENCE
_
�" �- 4-
---�—
Z.�.Y
SLOP STAKE
� �—
BRIDGE AWE 7!�ROCK
-- NEUSE RIVER �—
SILT CHECK, TYPE A "P.)
—L— POT 13 + 74.10 —L— POT 14 + 08.32 AREA 3
WORK POINT 1 WORK
POINT 2
NEUSE
RIVER
AREA 4
BZ7 IMPAC7r-758 sf
FILL REMOVAL=111 sf
BZ1 IMPACT-358 sf
BZ2 IMPACT=260 sf
FILL REMOVAL-304 sf
FILL REMOVAL=O sf
BZ2 IMPACT-761.f
-BL- 10 PINC 9+81.20
Flu REMOVAL-32 sf -L- POT 13+63.25 (13.40' RT)
NOTE: KIRKMAN GUT TIDAL FLOW IS A BLUE LINE
STREAM AS SHOWN ON THE CHERRY POINT USGS QUAD
PLAN VIEW
MAP AND SHEET NUMBER 9 (INSET) OF THE SOIL
SURVEY OF PAMLICO COUNTY
SCALE: 1"-50'
COASTAL WETLAND IMPACTS
ZONE 1 BUFFER IMPACTS
ZONE 2 BUFFER IMPACTS
WETLAND EXCAVATION
TEMPORARY WETLAND FILL
AREA 1
30 SQUARE FEET
AREA 1
530 SQUARE FEET
AREA 1 292 SQUARE FEET
AREA 1 0 SQUARE FEET
AREA 1 0 SQUARE FEET
AREA 2
30 SQUARE FEET
AREA 2
263 SQUARE FEET
AREA 2 510 SQUARE FEET
AREA 2 0 SQUARE FEET
AREA 2 0 SQUARE FEET
AREA 3
0 SQUARE FEET
AREA 3
758 SQUARE FEET
AREA 3 260 SQUARE FEET
AREA 3 0 SQUARE FEET
AREA 3 0 SQUARE FEET
AREA 4
0 SQUARE FEET
AREA 4
358 SQUARE FEET
AREA 4 761 SQUARE FEET
AREA 4 0 SQUARE FEET
AREA 4 0 SQUARE FEET
TOTAL:
60 SQUARE FEET
TOTAL:
1909 SQUARE FEET
TOTAL: W.823 SQUARE FEET
TOTAL: 0 SQUARE FEET
TOTAL: 0 SQUARE FEET
0.001 ACRES
0.044 ACRES
0.042 ACRES