27078_NC DOT_20010111

41,
CAMA and DREDGE AND FILL
�� 2707`8
1 G E N E R A L ¢ JAIL 1� 2001
PERMIT COASTAL MAtJ/1;,EMENT
r. as authorized by the State of North Carolina MOREHEAD —
Department of Environment and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
Applicant Name
Address
Citv
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
State
Phone Number
Zip
PROJECT DESCRIPTION SKETCH
Pier (dock) Length
(SCALE:
)
s
L
Groin Length
number
Bulkhead Length
max. distance offshore
,
_
1
;
31
MILI
I
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
lull
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.
issuing date
applicant's signature
permit officer's signature
expiration date
attachments
application fee

;; SENDER:.
c ■ Complete items 1 and/or 2 for additional services.
I also wish to receive the
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JAN 16 2001
EA

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary
Donna D. Moffitt, Director
January 11, 2001
N.C. DOT
C/o Randall Turner
P.O. Box 25201
Raleigh, N.C. 27611-5201
Dear Randall :
ewn
NCDENR
Attached is General Permit #C-27078 for bridge replacement of Bridge No. 9 over the White Oak River.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white copy for
your files and return the yellow and pink signed copies to us in the enclosed, self-addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
Tere Barrett
Coastal Management Repres,-!,!:..';\,e
Enclosures
Tb/rcb
Morehead City District, 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 OPPORTUNTTY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

S A E O�r10RTH �A'��3���i���'`�i��I�EL1►�1:��I�I�I►•'�„ii�:l�,f,:}L��.l��"��R:,i�:1��l,l�i��"WARRANT�NO 88`39
DEPARTMENT OF TRANSPORTATION DATE 12 / 0 8/ 2 0 0 0
DIVISION 03 OFFICE 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
124 DIVISION DRIVE 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
WILMINGTON, NC O 28401-
` rr�,.,.rrr♦srrrr r►,.r rs rrrr.» w»r• r+rrrr
Pay ne � un d red —1-) ot( ari and 00/l00
Pay NCDENR-DIVISION OF COASTAL MANAGEMENT
to the HESTRON PLAZA II
Order of 151-B HIGHWAY 24
MOREHEAD CITY, NC 28557
Aui i W;IGNARutI
110000088 3 9110 1:0 5 3 L L0 5 91,I: 7111000-11i 4 3111

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
January 5, 2001
North Carolina Department of Environment rM-ANA-GEME
and Natural ResourcesD1v1s1on of Coastal Management
Morehead City District Office Hestron Plaza -II, 151-B Highway 24
Morehead City, North Carolina 28557 COASTAL
ATTENTION: Ms. Tere Barrett, Coastal Management Field Representative
SUBJECT: Application for CAMA General Permit .2300 for the Proposed
Replacement of Bridge No. 9 over the White Oak River on SR 1332 at the
Onslow-Jones County line; TIP No. B-3009; State Project No. 6.503362
The Department of Transportation proposes to replace the old bridge structure over the
White Oak River on SR 1332 at the Onslow-Jones County border. The old structure has
been determined to be structurally obsolete and should be replaced in the near future.
On December 4, 2000 your office confirmed that the Division of Coastal Management
would have jurisdiction at the site of the proposed bridge replacement because of your
determination that the White Oak River constitutes a Public Trust Water at this location.
Please be advised that the Department proposes to replace the existing timber -dominated
structure (timber superstructure and timber end bents) with a pre -stressed concrete cored
slab bridge. The new bridge will be +/- 41' longer than the existing structure.
Furthermore, neither of the two interior support bents are to be located within navigable
portions of the stream. In fact, one of the two interior bents will be located exactly where
one of the old end bents is located. This contrasts dramatically with the existing structure
which has three interior bents within the channel of the White Oak River.
The project will not result in the addition of travel lanes. Only minimal improvements to
the approachways will be accomplished and this work will not result in impacts to
adjacent wetlands. No additional right of way will be acquired and no on -site detours
will be used. The road will be closed during the construction interval.
Since the work will be initiated fairly soon, there is a real possibility that the contractor
will have the old bents removed prior to the initiation of any construction moratorium
that might be imposed by fishery resource agencies. Should a moratorium intersect with
the new construction phase of work, the Department will ensure that full sediment
curtains are deployed wherever work is proposed in flooded areas of the site.
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

Tere Barrett, DCM
Page 2
January 5, 2001
Each of the adjacent riparian landowners in Jones and Onslow Counties were notified of
the proposed work by certified mail. Green cards were returned for each of these
mailings. Please note that all notifications to adjacent riparian landowners were received
NLT December 20, 2000. The green cards, copies of letters and form provided to each
adjacent riparian landowner, a check for $100.00 to cover the General Permit application
fee, location maps, bridge drawings (plan views and profile), and an MP-5 application
form is enclosed for your review and approval.
Please review this material at your earliest convenience. Our contractor has expressed
some interest in getting started in the near future. Should you find errors or omissions in
any of the enclosed material, please give me a call. As you may have heard, I have
accepted a position with the environmental program in Raleigh and am actually cycling
between Raleigh and Wilmington during the month of January. You can reach me in
Raleigh at [phone].
Thanks for your time and your consideration.
Sincerely,
M. Randall Turner, Division Environmental Officer
Division 3
Enclosures
Cc: Greg L. Basinger, Division Bridge Maintenance Engineer
Darren Pittman, Bridge Maintenance Technical Specialist
JAN 1 0 2001
COASTAL MANAGEMENT
MOREHEAD

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 j
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
Concrete — Prestressed Cored Slab
c. Water body to be crossed by bridge
White Oak River
d. Water depth at the proposed crossing at MLW or
NWL - +/- 2'3"
e. Will proposed bridge replace an existing bridge?
X
Yes No
If yes,
(1)
Length of existing bridge 68.6'
(2)
Width of existing bridge 19.1'clear roadway
(3)
Navigation clearance underneath existing
bridge 5.2' vertical
(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 110' • 112
h. Width of proposed bridge 24' clear roadway
i. Height of proposed bridge above wetlands
+/- 5'
JAN 10 2001
COASTAL MANAGEMENT
MOREHEAD
Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
5.2' vertical and increased horizontal clearance
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain The proposed bridge will increase
the horizontal clearance while maintaining the
vertical clearance.
-
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
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
(3) Navigation clearance
bridge
underneath existing
Revised 03/95

Form DCM-MP-5
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
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
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: X None
_ Coastal Wetlands _ SAVs _ Other Wetlands
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
yards
m
u
JAN 1 0 2001
c. Will the pla6
proposed bridge or culvert
----moire anrcccavation
X Yes No
If yes,
(1) Length of area to be excavated +/- 5'
(2) Width of area to be excavated +/- 60'
(3) Amount of material to be excavated in cubic
yards +/- 50 cubic yards
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Upland site to be determined by the
contractor and approved by the NCDOT.
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
Yes X No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? Yes X 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:
X None
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
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? X Yes No
If yes,
(1) Length of area to be filled +/-300'
(2) Width of area to be filled +/- 30'
(3) Purpose of fill Raise roadway elevation at
approaches to bridge
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? Stringent application of
NCDOT's BMP's for the `Protection of Surface
Waters'.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Crane, Backhoe Dump Trucks, etc.
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 Class II rip rap will be
installed from endbent #1 and endbent #2 to
waterline.
NCDOT-Onslow County Bridge No. 9
Applicant or��ojyecct�Name /
Signature
January 5 2001
Date
t a ri (n
JAN 10 2001
Revised 03/95

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TSM: NAIL IN BASE OF 18• SWEETGUM
CURVE NI DATA 45' LT. OF STA 8+15 CURVE 02 DATA
P1= 8-19.366 ELEV. = 500.00 (ASSUMED DATUM) PI= 1+8546
EXISTING BRIDGE INFORMATION A = 11.52'48• (LT)
FOUR SPAN BRIDGE. 1O17•-8%2 O I7', AND 10 I7-8'. D = 7'02'58'
SUPERSTRUCTURE CONSISTS OF TIMBER FLOOR AND JOISTS.
�.(11
SUBSTRUCTURE CONSISTS OF END BENT TIMBER CAPS AND L ` 168.523'
PILES. INTERIOR STEEL CAP AND PILES. OVERALL LENGTH T = 84.564'},�,,
OF 68.6' AND CLEAR ROADWAY OF 19.1'. R = 812.761'
&y
WOODS
�UORD�411
I 1ph
AN(
X111
STA6.50 0'I
BEGIN PArENENT
—TIII
TO SR 1331
CONSTRUCT SON
PC STA.7134BO2
SR 1332
\ mrApeR`�
ts"T
20' S IL < rR
reN
PT STA.9+03.325 Ivry
23'08.52' (LT)
D 12'46'00'
L = 181.3125'
R = 448.7884'\
STA. 10+30
r:I IA OrIC
I TYPE XI Oil,
0,11' 0'I, PT ST
6103
w•r /
7+00 � F B I m
WORK POINT •I STA. 9+73,875 WORk POINT•4
I ED 1
I A a FpT--1 .u�••1,e �_ I_It .'�l �M •• II\S1A. 10+8G.125_ Q I
FILL FACE 9
0'I' Q111• ,(,. rPXE ND BENT •2 0111'
1 AR RAIL A 1 I 10W001/ T410+60.04 111.
TYPE XI _ ,/ BENT •2 III. TYPE XIII
wOODS\ SWAMP —t 0 / _ -k 10+68.61• END EXIST. SR. FL.
10+00 = BEG. EXIST. BR. FL. /I/ Q PK NAIL IN CL
. T PK NAIL IN rL
60-A 6.O-N E'4-A I•
SWAvIJ1EA � • I / �
VARIES I VARIES '
VARIES vMlES Maw
7Er
PEE Lfil •
V/I 1 41 to OR !' ABC t • 1•2
(� (FILM ,
TYPICAL ROADWAY SECTION, q STA. 10-X
wirmis coMsrr4xrtON Limtrs IULGAE/Ev.•56F�—
I
5T0.6.50
BEGIN PAvENENT CONSTRUCTION R ' i j�¢•a'%E/�L
Po ` IA. I1.00
1 rEND
finvt' fTrLAA
•0-SR5 Ir.. r.rl.., I r„Ir.. rnl CON'
v-
'0• AN WI•N IKL PAtl
-a.
.
50 I I
6+00 7+00 8+00 9+00 10+00 11+00 12-4
PROFILE ALONG G SURVEY
s(ALM 1*-IW
wOOIDS STA. 14-00
END PAVEMENT Ex15t'NG
0'l` �R t R
4 �R
a
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MplSOJNty
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R
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WOODS
NOTES
1. PILES rO K wNEN rO A NhILA.Y KARIAO CAPACITY K A0 TOWS EAOa
L FAE O,A.I'1Ir OF RIP RIP rO K PAID FOP flu K rAE AMA
..wR O' roNs CP' EACN aAss K RIP RA, NRIOI AAs KE.
IACDVOWEO INTO rRE NRETED n0 ACKPrED NOK r1C RIP
RA• IWIu K WAAWD d IW AO NEIOrfO 1. TTCRS ow CERrp IED
AS FOIW XAtfS OR Orte* CERr IFIED WftGtIIA6 D&tCE&.W
OIA.rlir K RIP RAP WILL K PAID FOR Ar TIE LOATECT N.ir
MILE PER TOw,
PLAIN RIP AVP CLASS Tl Ir•0' rRRlo
END K.T .A 1 300 TOWS
END K.r NAE qO rows
Tor. rW rots
] rwls srM.Cr1A1[ IAAS KEN mstwo IN ACMION tY NI"` FNNNT
rM-WAL AIVISONI TBIAOEV IRV.* Ar MRIC%*SL
l TAE mior of Fit in FOR PARE Ar OW mw$ I AO [ AAr /t&o" it R,
A TIC2M* wIr ICAL &EWN1ow FO. KKS Id I ANO [ AS/ O E,LWATRw
R! FT. T°[SE ILEWArIM AAE FOW VSE It NAIN't.." Fw 3 TO LCWi
FM[aIE SC" POOL E.S MOO Tr! LIFE /X TN[ SrftCn ..
ATK Er13TIA0 B*IDAE Awl K AE.hro Er SANIAO A.AIoe itiy, TERIAN
LWLTt00 AAW rRAF CEARIS flu nw FALL h o TK woex
,. IF ATh K01" IS Aar AIrAlA[D Ar rWt rf► [IhA/mII,E wD'1+•J av K
MKAOED FORU IiMS. AND rnEN KSTRKk Iw KM,1A4 Lo, IF KA./.0
LQ•DIIS A1LLa Ar EAPILf CRIV14 MALL K COWTtmWo VwrA
1
14+00
YAl PROJECT NO. 6.503362
DON
AW COUNTY ONSLOW
STATION: 10+30
REPLACES BRIDGE NO. 9
$TAT% 07 NORTN OAROLINA
101111PARTYRNT OF TRANGFONTATION
R.LNIYI
BRIDGE ON BR = OVER
THE WHAM OAK RIVER
oil
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------------------------------------- - - - - -- - O
- -ems
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WORK PONT-2
.958
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BENT •I
O
lt
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STA. 10+30
PT STA.9+03.325
•
PC STA. 10+93.55
41"
--- =— —------————
———
—————— —-}
CL SURVEY
I
I
9 �00
I 1
117Z�
WORK POINT 'I
It
WORK POINT•4
ND B NT -1
FILL FACE a END BENT •I
STA• 10+86.125
FILL FACE aEND
BENT •210+00
= BEG. EXIST. BR. FL.PK
NAIL IN fL
: ENO EXIST. BR. FL.
PK NAIL IN E
10-00 /
1
/STA.10+60.042
I
I
PROJECT NO. 6A03362
I WOIIK POINI'd
I I
' BENT -2
COUNTY ONSLOW
I
I 1
STATIONI 10+30
LEGEND
/
REPLACES BRIDGE NO.9
EXISTING ROADWAY — — — — —
'
' I
ATATS 07 RORTN OAROLTNA
DEPARTMENT 07 TRANGPORTATION
EXISTING BRIDGE
PROPOSED ROADWAY
! I
1
PL1�411 t
BRIDOB ON OR W2 Overt
PROPOSED BRIDGE/
I
THE WHILE OAK RWER
SCALE: NOT TO SCALE
24• C0LM RSA' - Iw' O]MW
aVN BY, ply r .a
w, 1
r
— 10
--------------- —------------------------------ -----------------
------------------------------
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- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
F1 G(We 6

DMMON ? JAN 0 3 2001
Federal Aid # TIP #13-3009 County: Onslow
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES
Project Description: Replace Bridge No. 9 on SR 1332 over White Oak River
On August 3, 2000, representatives of the
North Carolina Department of Transportation (NCDOT)
Federal Highway Administration (FHWA)
lam'
North Carolina State Historic Preservation Office (SHPO)
Reviewed the subject project at
a scoping meeting JAN 1 0 2001
photograph review session/consultation
other COASTAL MAMAn-F.-
All parties present agreed
there are no properties over fifty years old within the project's area of potential effect.
[� there are no properties less than fifty years old which are considered to meet Criterion
Consideration G within the project's area of potential effect.
there are properties over fifty years old (list attached) within the project's area of potential effect,
but based on the historical information available and the photographs of each property, properties
identified as are considered not eligible for the National
/ Register and no further evaluation of them is necessary.
there are no National Register -listed properties located within the project's area of potential effect.
Signed:
Representative NCD T Date
FHWA, for the Division Administrator, or other Federal Agency Date
r3 OICJ
Re sen ative, HPO Date
State Historic Preservation Officer
If a survey report is prepared, a final copy of this form and the attached list will be included.

• V �� • � A �SU7Z o � I ,��� 1�\\ �� '
STATE OF NORTH CAROLINA V
OF TRANSPORTATION/ T`MENT
JAMES B.IUNT JR. P.O. BOX 1, RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR l Z SECRETARY
/�V_ January 5, 2001O
\\2
North Carolina Department of Environment �'---- --------____-
and Natural Resources
Division of Coastal Management
Morehead City District Office JAN 2007 ! �
Hestron Plaza -II, 151-B Highway 24
Morehead City,North Carolina 28557 AST,-`--
� Pv1�liliAGt_�,9EV;
MOREi-iE,4D
% ATTENTION: Ms. Tere Barrett, Coastal Management Field Representative
SUBJECT: Application for CAMA General Permit .2300 for the Proposed
Replacement of Bridge No. 9 over the White Oak River on SR 1332 at the 2
Onslow-Jones County line; TIP No. B-3009; State Project No. 6.503362
The Department of Transportation proposes to replace the old bridge structure over the
White Oak River on SR 1332 at the Onslow-Jones County border. The old structure has
been determined to be structurally obsolete and should be replaced in the near future.��
On December 4, 2000 your office confirmed that the Division of Coastal Management
would have jurisdiction at the site of the proposed bridge replacement because of your
determination that the White Oak River constitutes a Public Trust Water at this location.
Please be advised that the Department proposes to replace the existing timber -dominated
structure (timber superstructure and timber end bents) with a pre -stressed concrete cored
slab bridge. The new bridge will be +/- 41' longer than the existing structure.
Furthermore, neither of the two interior support bents are to be located within navigable
portions of the stream. In fact one of the two interior
p nor bents is will be located exactly where
one of the old end bents is located. This contrasts dramatically with the existing structure
which has three interior bents within the channel of the White Oak River. o
_GOO
The project will not result in the addition of travel lanes. Only minimal improvements to '
the approachways will be accomplished and this work will not result in impacts to G
adjacent wetlands. No additional right of way will be acquired and no on -site detours
will be used. The road will be closed during the construction interval.
Since the work will be initiated fairly soon, there is a real possibility that the contractor
will have the old bents removed prior to the initiation of any construction moratorium
that might be imposed by fishery resource agencies. Should a morato •um intersect with
the new construction phase of work, the Department will ensure that full diment
curtains are deployed wherever work is proposed in flooded areas of he site. • '� V"�'
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

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