NCDOT 153-04 Deep Creek

Permit Class
NEW
Permit Number
153-04
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, 1548 Mail Service Center, Raleigh, NC 27699-1548
Authorizing development in Carteret County at Deep Creek, Bridge No. 26 on SR 1154
(TIP No. B-3626) , as requested in the permittee's application dated 7/13/04, including the
attached workulan drawings as referenced in Condition No. 1 of this permit.
This permit, issued on 10111 /04 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
B-3626, Bridge Replacement
1) All work authorized by this permit shall be carried out in accordance with the following workplan
drawings, except as modified herein:
Permit drawings: five sheets (5 of 11 through 9 of 11) dated 1/20/03
size drawings: Three (3) '/2-size drawings dated as received on 7/19/04
2) The permittee shall implement NC DDT's Stream Crossing Guidelines for Anadromous Fish Passage,
except as modified in Condition No. 3 of this permit.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
No Expiration Date, pursuant to GS 136-44.713
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

N.C. Department of Transportation
ADDITIONAL CONDITIONS
Permit # 153-04
Page 2 of 4
3) Due to the presence of warm water fish and other anadromous fish, no in -water or in -marsh work shall
be conducted from February 15`h to June 30`h of any year without prior approval of the NC Division of
Coastal Management (DCM), in consultation with the NC Wildlife Resources Commission (WRC).
For purposes of this moratorium, in -water is defined as those areas that are inundated at any time
during construction, including the waters or contiguous inundated wetlands of Deep Creek.
4) Turbidity curtains shall be used to contain all bottom disturbing activities, including pile or casement
installation, placement of riprap, excavation or filling. The turbidity curtains are to be properly
maintained and retained in the water until construction is complete and turbidity within the curtains
reaches ambient levels. The turbidity curtains shall be installed parallel to the stream banks on each
side of the stream, extend past the construction limits, and attach to the silt fences containing the work
site. The turbidity curtains shall not fully encircle the work area or extend across the stream. Turbidity
curtains are to be retained in the water until construction is complete and all of the work area contained
by the turbidity curtains has been stabilized by vegetation or other means.
5) In accordance with project commitments made within the permit application, Design Standards for
Sensitive Watersheds shall be used.
6) The NCDOT document "Best Management Practices for Bridge Demolition and Removal' (final
9/20/99) shall be followed during demolition and construction activities.
7) Debris resulting from demolition of the existing bridge, including deck components, shall not enter
wetlands or waters of the State, even temporarily.
8) All excavated materials and debris associated with the removal of the existing bridge and temporary
work bridge shall be disposed of at an approved upland site.
9) The permanent and temporary work bridges shall be constructed with driven piles. Should drilled shaft
construction or jetting of any bridge piles become necessary, a modification to this permit will be
required.
10) Existing bridge pilings shall be extracted or removed flush with the streambed.
11) No excavated or fill material shall be placed at any time in any vegetated wetlands or surrounding
waters outside of the alignment of the fill area indicated on the work plan drawing(s).
12) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands are not authorized.
13) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands or surrounding waters.
14) The fill material shall be clean and free of any pollutants except in trace quantities.

N.C. Department of Transportation
ADDITIONAL CONDITIONS
Permit # 153-04
Page 3 of 4
15) Live concrete shall not be allowed to contact waters of the State or water that will enter waters of the
State.
16) Placement of riprap shall be limited to the areas as depicted on the attached work plan drawings. The
riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to prevent
its movement from the site by wave or current action. The riprap material shall consist of clean rock or
masonry materials, such as but not limited to, granite or broken concrete.
Mitigation
NOTE: In accordance with the letter of August 5, 2004 from the EEP to the USACE, the EEP will
provide 12.0 acres of riverine wetland preservation as compensatory mitigation at a 10:1 ratio for
the 1.20 acres of unavoidable riverine wetland impacts. The NE Cape Fear Wells Tract in
Pender County will be debited for the preservation mitigation.
17) Due to the possibility that compaction, mechanized clearing and/or other site alterations might prevent
any temporary wetland impact area from re -attaining jurisdictional wetland status, the permittee shall
provide an annual update on the wetland areas temporarily impacted by this project. This annual
update shall consist of photographs provided during the agency monitoring report meeting and a brief
report on the progress of these temporarily impacted areas in re -attaining wetland jurisdictional status.
Three years after project completion, the permittee shall schedule an agency field meeting with DCM,
the NC Division of Water Quality and the NC Wildlife Resources Commission to determine if the
wetland areas temporarily impacted by this project have re -attained jurisdictional wetland status. If at
the end of 3 years the wetland areas temporarily impacted by this project have not re -attained
jurisdictional wetland status, DCM and the above listed agencies will determine whether additional
compensatory wetland mitigation shall be required.
Sedimentation and Erosion Control
18) The permittee shall follow Best Management Practices for Protection of Surface Waters and
sedimentation and erosion control measures sufficient to protect aquatic resources.
19) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
20) This project shall conform to all requirements of the NC Sedimentation Pollution Control Act and NC
DOT'S Memorandum of Agreement with the Division of Land Resources.
General
21) Any relocation of utility lines that is not already depicted on the attached work plan drawings, or
described within the attached permit application, shall require approval by DCM, either under the
authority of this permit, or by the utility company obtaining separate authorization.

N.C. Department of Transportation
ADDITIONAL CONDITIONS
Permit # 153-04
Page 4 of 4
22) If the permittee determines that additional permanent and/or temporary impacts will occur that are not
shown on the attached permit drawings, additional authorization from DCM shall be required.
23) This permit does not eliminate the need to obtain any additional permits, approvals or authorizations
that may be required, including a U.S. Army Corps of Engineers permit, a copy of which shall be
provided to DCM prior to initiation of construction.
24) The N.C. Division of Water Quality (DWQ) has authorized the proposed project under a General
Water Quality Certification (DWQ Project No. 04-1175), which was issued on 8/24/04. Any violation
of the Certification approved by the DWQ will be considered a violation of this CAMA permit.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action ID No.
200411590.

Q��
NCDENR
-Yw `,,r,
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
August 25, 2004 Alan W. Klimek, P.E., Director
Gregory J. Thorpe, Ph. D.
NC Department of Transportation
1598 Mail Service Center
Raleigh, NC 27699 J AU3 1 2004`
Subject: EXEMPTION
Stormwater Project No. SW8 040738 Morehead City DCM
Replacement Bridge TIP B-3626 Over Deep Creek
Carteret County
Dear Mr. Thorpe:
The Wilmington Regional Office of the Division of Water Quality received a copy of the CAMA Major
Permit Application for CAMA/DREDGE & FILL applicaton on July 30, 2004. Staff review of the
plans and specifications has determined that the development activities proposed at this time will
not pose a threat to surface water quality from stormwater runoff. The Director has determined that
projects that are reviewed and approved by the Division as not posing a water quality threat from
stormwater runoff should not be subject to the stormwater management permitting requirements of
15A NCAC 21-1.1000. By copy of this letter, we are informing you that your project will not require a
stormwater management permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater
runoff, then it is also subject to the National Pollutant Discharge Elimination System (NPDES)
stormwater discharge requirements. You are required to have an NPDES permit for stormwater
discharge from projects meeting these criteria. The stormwater rules require the Division to permit
the common plan of development, therefore, any future development on the property, regardless of
whether a CAMA Major permit is also required, will require a Stormwater Management Permit
application and permit issuance from the Division of Water Quality prior to any construction.
If you have any questions or need additional information concerning this matter please contact Ms.
Linda Lewis at [phone].
Sincerely,
C�V
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\ST0RMWAT\CAMA\040738.Jul
cc: CAMA Morehead City, DCM
Katrina Marshall, Carteret County Inspections
Doug Huggett, DCM
Linda Lewis
Wilmington Regional Office
Central Files
Wilmington Regional Office �L
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
NOl li1CaT0hlla
Phone: [phone] / FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer Paper Naturally

0
DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: NC Department of Transportation County: Carteret
LOCATION OF PROJECT: Bridge 26 on SR 1154 at the crossing of Deep Creek in Newport
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 07/27/04
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Bill Arrington DISTRICT OFFICE: Morehead\
DISTRICT MANAGER REVIEW:
B) DATE APPLICATION RECEIVED IN RALEIGH:
PUBLIC NOTICE RECD: OP/ay/o4
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE:
MAIL OUT DATE:
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE DENY
FEE RECD: $ cn.°�Lo/14s
END OF NOTICE DATE:
DEED RECD:
ON:
150 DAY DEADLINE:
STATE DUE DATE:
FED COMMENTS RECD:
DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management (DWQ)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Division. of Water Resources
Division of Marine Fisheries
Submerged Lands (DMF)

r
MUL14K
North Carolina Department of Environment and Natura�'Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM:
TO: DOUG HUGGETT
FROM: BILL ARRINGTON
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT —
Replacement of Bridge No. 26, Crossing Deep Creek, on SR 1154 in Carteret
County
DATE: July 29, 2004
The following are my comments and recommendations regarding the above -mentioned proposal.
The proposal is to replace the existing 53-foot long by 24-foot wide timber and concrete bridge
with a 90-foot long by 39-foot wide cored slab concrete bridge on the existing alignment. Phased
construction will be utilized, building one half of the bridge at a time and maintaining one lane
open to traffic, to avoid requiring an on -site detour. The proposed bridge would have a vertical
clearance equal to the existing bridge (approximately 2.5 feet). The bridge is being widened from
24 feet to 39 feet to more closely correspond to the 10 foot paved travel lanes and 7-14 foot grassed
shoulders of SR 1154 and to facilitate the proposed phased construction. NC DOT Best
Management -Practices would be used for Bridge Demolition and Design Standards for Sensitive
Watersheds would be used for erosion control. The NCWRC and USFWS have requested an in
water moratorium from Feb 15 to June 30 of each year, including areas inundated at the project site
with connectivity to the subject stream crossing.
The project is well designed with minimization of impacts. I would recommend the project be
approved contingent upon the following conditions:
1) No bridge demolition debris or excavated or fill material will be placed at any time, in any
wetlands or surrounding waters, outside of the alignment of the fill area indicated on the work
plats.
2) The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands are not authorized.
151-B Hwy. 24, Hestron Plaza ll, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

3) All excavated materials will be confined above normal high water and landward of regularly
or irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent
spillover of solids into any wetlands or surrounding waters.
4) In order to protect anadromous and warm water fish populations, no excavation or filling will
be permitted in the waters or contiguous inundated wetlands of Deep Creek between February
_ =-- 15 and June 30 of any year without the prior approval of the DCM, in consultation with the
DMF and NC WRC.
5) In order to protect water quality, runoff from the construction must not visibly increase the
amount of suspended sediments in adjacent waters.
6) All fill material must be clean and free of any pollutants, except in trace quantities. Metal
products, organic materials, or unsightly debris will not be used.
7) The riprap material must be free from loose dirt or any pollutant. It must be of a size
sufficient to prevent its movement from the site by wave or current action.
8) Mitigation for the project impacts are debited from the EEP in accordance with the MOA.
9) Turbidity curtains shall be used to isolate all work areas from the stream at Deep Creek,
including pile or casement installation, placement of riprap, excavation or filling. The turbidity
curtains shall be installed parallel to the stream banks on each side of the stream. The turbidity
curtains shall extend past the construction limits and attach to the silt fences containing the
work site. The turbidity curtains shall not encircle a work area or extend across the streams.
The turbidity curtains are to be properly maintained and retained in the water until construction
is complete and all of the work area contained by the turbidity curtains has been stabilized by
vegetation or other means. The turbidity curtains shall be removed when turbidity within the
curtains reaches ambient levels.
10) All commitments in the application and CE made by NC DOT are observed.
Cc: Steve Sollod
Charles Jones
Ted Tyndall

DIVISION OF COASTAL MANAGEMENT
A"
NCDENR
NcR C•RRou. DEP✓+TMcv or
FJ1NGO me• u o N( Qj RESCI:RCE3
151-B HWY. 24, HESTRON BUILDING
MOREHEAD CITY, NC 28557
TELEPHONE: [phone]
FAX: [phone]
TO: mEkis - TiMES
OFFICE: lr6,4L ADVE2n5EMENT G770w1
TELEPHONE K:
FROM: -B1 LL- Aeginl GTOKI
FAX Y: .[ 172(o- (0(ip
OFFICE: DIVISION OF COASTAL �iA`AGE\IENT -
.ter i LWq 1-";Sue Ac THE Cq,e �rlEUS-TiMEs.
DATE SENT: D7I30 Iaq
TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: 3

e�r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
July 29, 2004
Carteret News Times
Legal Advertisement Section
P.O. Box 1679
Morehead City, NC 28557
Re: Public Notice — Carteret County
Dear Sir:
Please publish the attached Notice in the Sunday, Augustw, 2004, issue of the Carteret
News Times.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Jaye Poole, NC Division of Coastal
Management, 1638 Mail Service Center, Raleigh, North Carolina 27699-1638,
Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please
contact me at [phone].
Sincerely,
Bill Arrington
D.O.T. Field Representative
Enclosure
cc: Ted Tyndall
Doug Huggett
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.necoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

NOTICE OF FILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an Area of
Environmental Concern as designated under the CAMA was received as complete on July 27, 2004.
According to said application, the North Carolina Department of Transportation is requesting to
replace Bridge No. 26, on SR 1154, at the crossing of Deep Creek, in Carteret County. A copy of the
entire application may be examined or copied at the office of Bill Arrington, NC Division of Coastal
Management, located at 151-B Hwy. 24, Hestron Plaza II, Morehead City, NC, [phone]
during normal business hours.
Comments mailed to Charles S. Jones, Director, Division of Coastal Management,1638 Mail
25
Service Center, Raleigh, NC, 27699-1638, prior to August.,Z 2004, will be considered in making
the permit decision. Later comments will be accepted and considered up to the time of permit
decision. Project modification may occur based on review and comment by the public and state and
federal agencies. Notice of the permit decision in this matter will be provided upon written request.
PUBLISHED ON: Please publish on August 1, 2004

TRANSACTION REPORT P,O1
JUL-30-2004 FRI 12:54 PM
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
JUL-30 12:48 PM 97266016 52" 3 SEND OK 873
� �c

DCM %
DWQ %
Development Type
FEE
(14300 1601435100093 1625 6253)
(24300 1602435100095 2341)
I. Private, noncommercial
development that does not involve
$250
100 % ($250)
0 % (SO)
the filling or excavation of any
wetlands or open water areas:
It. Public or commercial development
that ddes not invdlve the filling or
_ $400
;- 100 / ($400)�� _
0 % ($0),�
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or exmvation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, noncommercial
development, If General water Quality
$250
100 % ($250)
0 % (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
-
development, if General water Quality
S400
100%($400)
0%(SO)
Certificaficn No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
S400
60 % ($240)
40 % ($160)
written DWQ concurrence is needed
bemuse of concerns related to water
quality or aquatic life:
-
III(D). If General Water Quality
Certification No. 3301(see attached)
S400
60%(5240)
40%(S16O)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
5475
60% (S285)
40% (S190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: Bridge No. 26 Crossing Deep Creek, on SR 1154 in
Carteret County
Photo Index — 2000: 564 grid M-10 1995: 554 grid L-7
State Plane Coordinates: x: 2652000 y: 381400 GPS: Rover File # X072621A
3. INVESTIGATION TYPE: CAMA/D&F s
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 5/28/2004
Was Agent Present— Yes (Michael Turchy)
5. PROCESSING PROCEDURE: Application Received as Complete— 7/27/2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification from LUP — Transition & Conservation
(B) AEC(s) Involved: PTA and PTS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — SR 1154 and 53-foot long by 24-foot wide bridge
Planned — SR 1154 and 90-foot long by 39-foot wide bridge
(G) Estimated Annual Rate of Erosion: N/A Source: N/A
HABITAT DESCRIPTION: [AREA]
Excavated Filled
Other
(A) 404 Type Wetlands
0.492 acres
0.386 acres
0.324 acres Mechanized
Clearing
Public Trust Area Shallow
0 sq. ft.
sih
(C) -
d naI
Bottom
Shading,525 sq. ft.
(D)Other - High Ground
Approximately 0.61
acres (In roadway and
shoulders)
(D) Total CAMA AEC Disturbed: approx. 0.137 acres Shading and Buffer Impacts
(E) Total area disturbed by project: Approximately 1.84 acres
(F) Primary Nursery Area: No
(G) Water Classification: C
(H) Open for Shellfishing: No
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to replace the
existing 53-foot long by 24-foot wide timber and concrete bridge. over Deep Creek with a 90-foot
long cored slab concrete bridge spanning Deep Creek and the adjacent floodplain.

FIELD INVESTIGATION REPORT
NC DOT — B-3626, Bridge No. 26 over Deep Creek, Carteret County
PAGE 2
9. PROJECT DESCRIPTION:
Tlie site of this proposal is Bridge No. 26 on SR 1154,1.1 miles southeast ofNewport at the dkd ing
of Deep Creek, in Carteret County. The general purpose of the project is to replace the deteriorated
53-foot long by 24-foot wide timber .and concrete bridge with an 90-foot long by 39-foot wide
concrete cored slab bridge Spanning Deep Creek and the adjacent floodplain, to allow safer driving
conditions for the traveling public.
Bridge No. 26 crosses Deep Creek 0.3 miles north of its confluence with the Newport River. The
bridge crossing Deep Creek is flanked with 404 type wetlands. Creek width at the crossing is
approximately 35 feet. Vertical clearance between the water and bridge bottom is approximately2.5
feet. An approximately 1500-foot long by 60-foot wide causeway was constructed through wetlands
on Masontown Mucky loam soils when the bridge was constructed. The Cypress -Gum Swamp
Wetland area exists immediately adjacent to Deep Creek and consists of Bald Cypress, Black Gum,
Tupelo Gum, Wax Myrtle, Greenbriar, Carex and Netted Chain Fem. Approximate elevations on the
site range between 0 feet and 6 feet above Normal High Water (NHW). No evidence of SAV beds
was noted. The North Carolina Division of Water Quality classifies waters of Deep Creek as C at the
project site. Deep Creek is not classified as Primary Nursery Area, as designated by the North
Carolina Division of Marine Fisheries, at this site. The project area is within CAMA Areas of
Environmental Concern and is designated as Transition and Conservation by the Carteret County
Land Use Plan.
The proposal is to replace the existing 53-foot long by 24400t wide timber and concrete bridge
with a 90-foot long by 39-foot wide cored slab concrete bridge on the existing alignment. Phased
construction will be utilized, building one half of the bridge at a time and maintaining one lane
open to traffic, to avoid requiring an on -site detour. The proposed bridge would have a vertical
clearance equal to the existing bridge (approximately 2.5 feet). The bridge is being widened from
24 feet to 39 feet to more closely correspond to the 10 foot paved travel lanes and 7-14 foot
grassed shoulders of SR 1154 and to facilitate the proposed phased construction. NC DOT Best
Management Practices would be used for Bridge Demolition and Design Standards for Sensitive
Watersheds would be used for erosion control. The NCWRC and USFWS have requested an in
water moratorium from Feb 15 to June 30 of each year, including areas inundated at the project
site with connectivity to the subject stream crossing.

FIELD INVESTIGATION REPORT
NC DOT — B-3626, Bridge No. 26 over Deep Creek, Carteret County
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, the construction of the bridge app caches with 3:1 slopes_ would require the_filling of ----
approximately 0.386 acres of 404 type wetlands and approximately 0.61 acres of impacts to high
ground. To maintain the existing roadside ditch profile that would be filled by expanding the road
shoulders, approximately 0.492 acres of 404 type wetlands would be excavated. The proposed
Method III Clearing,10 feet outside construction limits, would disturb approximately 0.324 acres of
404 type Wetlands adjacent to the road shoulders. The additional width of the bridge would cause
approximately 525 square feet of additional shading impacts to Public Trust Waters AEC. A minimal
disturbance of the creek bottom is expected when driving or vibrating the pre -stressed concrete piles
for the bent in the stream.
NC DOT has reduced the fill in wetlands that would have occurred in raising the causeway and
widening the bridge by eliminating the proposed on site detour and using Phased construction with
no on -site detour and using 3:1 shoulder slopes. NC DOT has committed to dropping no materials
from the bridge demolition in the water and to using top down construction to minimize impacts.
The NC DOT has proposed to use Best Management Practices for the protection of Surface Waters.
NC DOT has committed to cutting off at the mud line or removing the pilings from the existing
bridge and the previous bridge formerly crossing Deep Creek just north of the existing bridge.
NC DOT would be impacting approximately 1.202 acres of 404 type wetlands caused by the
permanent bridge in this proposal and has requested to debit the EEP to offset these impacts.
The collective disturbance area for the project is Approximately 1.84 acres
Bill Arrington
July 29, 2004
Morehead City

NCDENR
North Carolina Department of Environment and Natural'Resources
Division of Coastal Management I
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
July 29, 2004
Gregory J. Thorpe, Ph.D., Environmental Management Director
NC Department of Transportation
Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC, 27699-1548
Dear Mr. Thorpe,
The NC Division of Coastal Management hereby acknowledges receipt of your application for State
approval for the replacement and widening of Bridge No. 26 at the crossing of Deep Creek on SR
1154 in Carteret County, T.I.P. project B-3626. The information submitted July 27, 2004, completed
your application and it appears to be adequate for processing at this time. The projected deadline
for making a decision is October 9, 2004. An additional 75-day review period is provided by law
when such time is necessary to complete the review. If you have not been notified of a final action
by the initial deadline stated above, you should consider the review period extended. 'Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional
letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from the DATE RECEIVED, you
may request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at
the proposed development. You should post this notice at a conspicuous point along the roadway
where it can be observed from the road. An example would be: nailing the notice card to a
telephone pole ortree along the road right-of-way near the project. Failure to post this notice could
result in an -incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by
the appropriate State or Federal agency. Please contact me if you have any questions and notify
me in writing if you wish to receive a copy of my field report and/or comments from reviewing
agencies.
Thank you for the well -prepared application Package and drawings.
Sincerely,
,
Bill Arrington,
D.O.T. Field Representative, NC Division of Coastal Management
Enclosure cc: Doug Huggett,
Ted Tyndall
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

CAMA PERMIT
APPLIED FOR
c . I_ 'n • I �
COMMENTS ACCEPTED THROUGH 8 - ZooY
APPLICANT:
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
1 121•8 Arri'n.tiar\
k
2.fiZ,-52s- aol9

01
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAELF. EASLEY
GOVERNOR
July 13, 2004
N. C. Dept. of Environment and Natural Resources
Division of Coastal Management
151-B NC Highway 24
Hestron Plaza II
Morehead City, NC 28557.
ATTENTION: Mr. Bill Arrington
NCDOT Coordinator
Dear Sir:
LYNDO TIPPErr
SECRETARY
JUL 1 9' 2004
Mc)rahand City DCM
Subject: CAMA Permit Application for the Replacement of Bridge No. 26
over Deep Creek on SR 1154, Carteret County, Federal Aid Project
No. BRSTP-1154(2); State Project No. 8.2161001; TIP No. B-
3626.
The project involves the removal and replacement of Bridge Number 26 carrying
SR 1154 over Deep Creek in Carteret County. A new bridge approximately 90 feet (27.3
meters) long and clear width of 39 feet (11.8 meters) will be constructed to carry SR 1154
over the floodplain and creek. By utilizing phased construction, SR 1154 will remain
open by maintaining half of the existing bridge while the new structure is under
construction. The project is shown in the approved Categorical Exclusion.
Water Resources
The project is located near the confluence of Deep Creek and the Newport River. The
majority of the area surrounding SKI 154 and bridge No.-26 is comprised of wetlands
and/or surface waters. The main wetland complex, through which the existing roadway
and bridge are located, is dominated by a cypress -gum swamp community. This
community type comprises the majority of the project area and occurs adjacent to SR
1154 and the banks of Deep Creek, except where human development or disturbance has
displaced it. Approximately 0.386 acre of wetland will be filled by the proposed project
and 0.492 acres will require excavation in wetlands. The project will also require 0.324
acre of wetland to be mechanically cleared to provide room for bridge construction.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WIWINGTON STREET
RALEIGH NC

In order to reduce impacts to wetlands, phased construction will be utilized making an
on -site detour unnecessary. The project will also be using a structure of increased length
to improve the existing flood plain and associated wetland community.
Mitigation
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment
and Natural Resources Ecosystem Enhancement Program (EEP), will assume
responsibility for satisfying the federal Clean Water Act compensatory mitigation
requirements for NCDOT projects that are listed in Exhibit 1 of the subject MOA during
the EEP transition period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the necessary compensatory mitigation to
offset unavoidable impacts to waters that are jurisdictional under the federal Clean Water
Act will be provided by the EEP. The offsetting mitigation will derive from an inventory
of assets already in existence within the same 8-digit cataloguing unit. The Department
has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. The remaining, unavoidable impacts to 1.202 acres of
jurisdictional will be offset by compensatory mitigation provided by the EEP program.
Bridge Demolition
Bridge No. 26 is composed of a reinforced concrete deck and railings on timber joists.
The substructure consists of timber caps on timber caps on timber piles. The bridge was
constructed in 1959. The bridge has a clear roadway width of 24 feet (7.3 meters) and is
53 feet (16.2 meters) long. As stated in the NCDOT Best Management Practice for
Construction. and Maintenance Activities, because a CAMA permit is required, dropping
any component of Bridge No. 26 into "Waters of the United States," will not be
permitted.
NCDOT will also remove, or cut at mud line, all previously installed pilings under bridge
No 26.
Federally Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended.
As of January 29, 2003, the USFWS lists 7 federally protected species for Carteret
County. Table 1 depicts these species and their biological conclusions.

Tnhle 1 _ Federally protected species for Carteret Countv
JUL 1 9 2004
MOrehead City DCM
ator
Alligator mississi iensis
(S/A)
o Effect
ascougar
Puma concolor cou uar
ndan eyed*
o Effect
e
7ridlev
Chelonia m das
hreatened
o Effect
e
retmochel s imbricata
ndan eyed
o Effect
ea turtle
Lepidochel s kem ii
ndan ered
o Effect
atherbacksea turtle
ennochel s coriacea
ndan ered
qo Effect
Loggerhead sea turtle
Caretta caretta
Threatened
qo Effect
West Indian Manatee
Trichechus manatus
Endangered
qo Effect
i in Plover
Charadrius melodus
Threatened
o Effect
Red -cockaded wood ecke
Picoides borealis
Endangered
o Effect
Roseate tern
Stema dou allii
Endangered
o Effect
hormose sturgeon
ci enser brevirostrum
rndangered
o Effect
Rough -leaved loosestrife
Lysimachia as erulae olia
JEndangered
o Effect
eabeach amaranth
Aniaranthus pumilus[Threatened
No Effect
3"
Status Definition
Endangered-
A taxon "in danger of extinction throughout all or a significant portion of its
range."
Threatened - A taxon "likely to become endangered within the foreseeable future
throughout all or a significant portion of its range."
Threatened due to similarity of appearance (e.g., American alligator )--a
T(S/A) - species that is threatened due to similarity of appearance with other rare
species and is listed for its protection. These species are not biologically
endangered or threatened and are not subject to Section 7 consultation.
*Historic record - the species was last observed in the county more than 50 years ago.
Regulatory Approvals
Section 404 Permit: This project is being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b).
Therefore, we do not anticipate requesting an individual permit but propose to proceed
under a Nationwide 23 as authorized by a Nationwide Permit (67 FR 2020; January 15,
2002).
Section 401 Water Ouality Certification: We anticipate 401 General Certification
numbers 3403 will apply to this project. In accordance with 15A NCAC 2H, Section
.0500(a) we are providing two copies of this application to the North Carolina
Department of Environmental and Natural Resources, Division of Water Quality, for their
review.

The NCDOT hereby requests that this project be authorized by the issuance of a Coastal Area
Management Act Major Development Permit. Please find attached the completed MP forms
along with the appropriate permit drawings. The certified mail "green cards" from the
adjacent riparian landowner notifications are also included. The NCDOT has also requested
authorization from the North Carolina Division of Water Quality and the U. S. Army Corps
of Engineers under separate cover. If you have any questions, please don't hesitate to call
Mr. Michael Turchy of my staff at [e-mail]:us or [phone].
A copy of this permit application will be posted on the DOT website at:
http://www.ncdot.org/planning/pe/naturalunit/Permit.html.
Sincerely,
Gregory J. Thorpe, Ph.D.,
Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
Ms. Cathy Brittingham, NCDCM
W/ cover letter only
Mr. Bill Biddlecomb, USACE, Washington
Mr. John Hennessy, DWQ, Raleigh*** (one copy)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Mike Street, NCDMF
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. C. E. Lassiter, P.E. Div. 2, Division Engineer
Mr. Jay Johnson Div. 2, DEO
Ms. Stacy Baldwin, PE, PDEA Planning Engineer
***CAMA office will furnish Mr. John Hennessy seven (7) copies of the CAMA permit
application package after it is determined that the permit application is complete and the
review can begin.

e
Form DCM-MP-1
APPLICATIONl L 1 9 2004
(To be completed by all applicants)
_ Morehead City pCM
b. City, town, community or landmark
1. APPLICANT Newport _
_ _,c. Street address or secondary road,number—
a. Landowner:
_
_ SR 1154, Next to Prison Camp
-- _ -
- — -d. Is proposed work within city limits or planning
Name N. C. Department of Transportation jurisdiction? Yes X No
Address 1548 Mail Service Center
City Raleigh State NC
Zip 27699-1548 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Gregory J. Thorpe, Ph.D.
Address 1598 Mail Service Center
City Raleigh State
Zip 27699 Day Phone [phone]
Fax
c. Project name (if any) TIP B-3626
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)New Port River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace Bridge No 26 over Deep Creek
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public
Give a brief description of purpose, use, methods of
construction and daily operations of proposed project. If
more space is needed, please attach additional pages.
Replace Bridge No. 26 over Deeo Creek. Phase
construction, maintaining half of existing bridge during
construction. See attached drawings for or impacts.
a. County:Cartetet

4. LAND AND WATER - " N/A - - -
CHARACTERISTICS
a. Size of entire tract Approxi ately-2 acresn. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industriallcommercial effluent, "wash
b. Size of individual lot(s) N/A down" and residential discharges.) surface runoff
c. Approximate elevation of-tractabove MHW o; NWT.
0-6.29'
o. Describe existing drinking water supply source. _
d. Soil type(s) and fezture(s) of tract - . _ N/A _
Masontown mucky loam / sandy loam
e. Vegetation on tract Swamp tupelo, black gum, bald
cvoress, giant cane, greenbriar, various sedges, rush,
netted chain fem, vickeral weed.
f. Man-made features now on tract
Roadway and bridge
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
X Conservation X Transitional
Developed _ Community
Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach zoning compliance certificate, ifapplicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes _ No
If yes, by whom? NCDOT
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes —No
Coastal (marsh) Other
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
inkonan 8 1/2" by I I" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
SA Stormwater Certification, if one is necessary.
m. Describe existing wastewater treatment facilities.
Revised 03195

Form DCM-MP-1
JUL 1 9 2os
I understand that �����QQ� '�t�� ge ns o this
application will al owl w oonTy' [he`3eve o n d`s d in
40A list of the names and complete addresses of the the application. The project will be subject to conditions,
adjacent waterfront (riparian) landowners and and restrictions contained in the permit.
signed return receipts as proof that such owners
have received a copy of the application and plats by I certify that to the best of my knowledge, the proposed
certified mail. Such landowners must be advised that activity complies with the State of North Carolina's
" in which'tosubmit comments on the -approved Coastal Management Program and will be
they_have 30 days
proposed" prolecf - fo-=the — brnsron = of Coastal conducted in a manriec consistent with §uch Program. _
Management. Upon signing this form, the applicant `
further certifies that such notice has been provided. 1 certify that I am authorized to grant, and do in fact,, grant
--'permission to representatives of state and federal review —
Name See attached list agencies to enter on the aforementioned lands in
Address connection with evaluating information related to this
Phone permit application and follow-up monitoring of the
project.
Name
Address I further certify that the information provided in this
Phone application is truthful to the best of my knowledge.
Name
Address
Phone
• Alist of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates..
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S:113A -1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
This is the 13 day of d4, i4ay
Print Name Q
Signature
owner or Authorized Agent
Please indicate attachments pertaining to your proposed
project-
X DCM MP-2
Excavation and Fill Information
_ DCM MP-3
Upland Development
DCM MPA
Structures Information
X DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCM-MP-5
BRIDGES AND
CULVERTS
g. Length of proposed bridge
-Attach this form to Joint Application for CAMA Major h Width ofproposed fridge 39'' -
Permit, Form DCM-MP-1. Be sure to complete all other i. Height of proposed bridge above wetlands
sections of the Joint Application that relate to this Same as existing
proposed project. _
j. Will the proposed bridge affect existing water flow?
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
Concrete & Steel "Cored Slab"
c. Water body to be crossed by bridge
Deep Creek
d. Water depth at the proposed crossing at MLW or 6.5'_
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 52.5'
(2) Width of existing bridge 23.4'
(3) Navigation clearance underneath existing
bridge 2.5 feet
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Yes. 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)
_ Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
Will the proposed bridge affect navigation by
reducing or increasing the existing_ navigable
opening? X Yes No
If yes, explain The new structure will be wider,
spanning a larger portion of the flood plain thus
improving hydraulic capacity during flood events
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)
Revised 03/95
d. Will proposed culvert replace an existing bridge?

Form DCM-MP-S
J;JL ? 9 2004
_ Yes No
If yes, Mor,= t ju�:o G'Itj-DGMP#he placement of the proposed bridge or culvert
(1) Length of existing.bridge require any excavation within: .
(2) Width of existing bridge Coastal Wetlands SAVs X Other
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e NVRI 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?
X Yes No
If yes,
(1) Length of area to be excavated 1080'
(2) Width of area to be excavated 20'
(3) Depth of area to be excavated _3'
(4) Amount of material to be excavated in cubic
yards1430
Wetlands
If yes,
(1) Length of area to be excavated
same as above
(2) Width of area to be excavated
same as aboce _
(3) Amount of material to be'excavated in cubic
yards same as above
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 50'
(2) Width of area to be excavated 52'
(3) Amount of material to be excavated in cubic
yards 190_
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
N/A
(2) Dimensions of spoil disposal area
(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? X - Yes _ No
If yes,
(1) Length of area to be filled 620'
(2) Width of area to be filled average -of 10-20
feet per side

Forth DCM=MP-5
(3)'Purpose of fill Support roadway (in existing _ _. f.
canals)
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 X Other
Wetlands If yes,
(1) Length of area to be filled same as above
-- - (2) Width of area to be filled --same as above . - -
(3)'Purpose of fill seaport roa`d"way
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?
X Yes No
If yes, explain in detail -
EEP will handle all mitigation
b. Will the proposed project require the relocation of '
any existing utility lines? X Yes _ No
If yes, explain in detail after project is complete,
utilities will be replaced using a directional bore method -
no impacts to wetlands.
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? NCDOT High Quality
Waters Erosion Control Methods will be used
What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Heavy highway 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.
Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes _No
If yes, explain in detail Comers of bridge abutments
see plan -view.
Applicant or Project Name
Sigilla5inre
Date
Revised 03195

9
INTT�-v MAP
NORTH CAROLINA
i
' M
ua,rd. -
L:
SITE
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JUL 1 : Z004
Morothead City
Pger
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NORTH eO
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CARTERET COUNTY
BRIDGEDEPARTMENT
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OVER DEEP

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SITE MAP
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70 �
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70
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SITE NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
R.2161001(B-3626)
BRIDGE NO.26
ON SR 1154
OVER DEEP CREED(
NOf TO SCALE �1
n,,,. i-2n:07 SHEET b OF 11

I
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WET'IdAND LEGEND
—WLB— WETLAND BOUNDARY
CL WETLAND-
®DENOTES FILL IN
WETLAND
DENOTES FILL IN
SURFACE WATER
®DENOTES FILL IN
SURFACE WATER
(POND)
DENOTES TEMPORARY
FILL IN WETLAND
EDENOTES EXCAVATION
� E% IN WETLAND
DENOTES TEMPORARY
FILL IN SURFACE
WATER
DENOTES MECHANIZED
CLEARING
FLOW DIRECTION
TB
� TOP OF BANK
WE. EDGE OF WATER
— — L — PROP. LIMIT OF CUT
— — -F- — PROP. LIMIT OF FILL
-A PROP. RIGHT OF WAY
--NG-- NATURAL GROUND
—PL — PROPERTY LINE
—TDE— TEMP. DRAINAGE
EASEMENT
— PDE — PERMANENT DRAINAGE
EASEMENT
—EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
— EPB — EXIST. ENDANGERED
PLANT BOUNDARY
— - -\Z--- WATER SURFACE
xX xxX x x LIVE STAKES
BOULDER
CORE FIBER ROLLS
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
yA
t
SINGLE TREE
WOODS LINE
DRAINAGE INLET
ROOTWAD
RIP RAP
ADJACENT PROPERTY
OWNER OR PARCEL
NUMBER (IF AVAILABLE)
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
DITCH /
GRASS SWALE
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001(8-3626)
BRIDGE NO.26
ON SR 1154
OVER DEEP CREEK
NOT TO SCALE
OATS I-20-07 SHEET ei Of II

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NC DEPARTMENT
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PLAN VIEW
SITE I
LEGEND
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
—WLB— WETLAND
CARTERET COUNTY
DENOTES FILL IN
8.2161001(B-3626)
/F F WETLAND
BRIDGE NO.26
DENOTES EXCAVATION
i
ON SR 1154
OVER DEEP CREEK
IN WETLAND
25 0 SO
DENOTES MECHANIZED
CLEARING
Oa TF:1-00-0T
SCALE: P : 50'
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' / F ' � DENOTES FILL IN
1--1-� WETLAND t
T T DENOTES EXCAVATION
IN WETLAND
DENOTES MECHANIZED
CLEARING
�iiiie.r�iiiiii:+iiiii�ri iiiiiiwJi►
rsi�
�s/ii�ii
i 0 U
BERT P. JUSTICE
PLAN VIEW
SITE I

O
JOHNNY R. HOWARD
,� JuL 1 9 2004 � u
MorlGlau Glt�
o c ocfw
tiy
�DS
O
O
Ln
O
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N
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I
+
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w
J
J
CREEK RO
=
SR 1154 MILL
-L-
POC 24+50.00
7
e.. ' 7F
7F -'
.,
O
BERT P. JUSTICE
]PLAN
VIIEW
LEGEND SITEINORTH
CAROLINA
DEPARTMENT
OF HIGHWAYS
-WLB-
WETLAND
CARTERET COUNTY
8.2161001(B-3626)
P�7r7 1 DENOTES FILL IN
LL1�
WETLAND
BRIDGE NO.26
ON SR 1154
(T DENOTES EXCAVATION
OVER DEEP CREEK
E/
IN WETLAND
25
0 50
DENOTES MECHANIZED
CLEARING
. 1♦_�
-
OA fF:i iO 07
SCALE: I'= 50'
SHEET ri OF

R
7
—5
—10
STA 20+29.5 —L— Vi
SKEW = 90'
EL = 6.29
21" PCC — 2 @ 45'
EXISTING BRIDGE 39' CLEAR ROADWAY
TO BE REMOVED VPI= 21+3616k
VPI= 19+17.50 EL = 6;61
EL = 5.95 VC = 100.00'
VC = I10.00'
(+)0.300%
--� ---�—— — — — — — — — —
EXISTING I T I �
PROFROADILE I E II II
II----�---------- --- fit_ '----------
---
Ln
� II II
NATURAL
GROUND PV
LT. a RT. II /II
MEAN LOW III ii MEAN HIGH s,
TIDE = TIDE = 1.44
(—)1.60'
18+00 19+00
LEGEND
,-77— DENOTES EXCAVATION
IN WETLAND
20+00
PROFILE
SITE I
21 + 00
PROPOSED
ROADWAY
PROFILE
5
----------- 0
—5

20--
20
15--
15
10—
10
5
5
0 —
0
SECTION 13-13.
22+00.00
20—
20
15---
no ED
15
10
5
--Jz—,
k
,
5
0
!
0
SECTION A -A
19+00.00
60 50 40
30 20 10 0 10 20
30
40 50
60'
'4
NORTH CAROLIN
11
DEPARTMENT OF HIGHWAYS
=77
:110
CARTERET COUNTY
8.2161001(B-3626)
1'YPAL
ICX-SECTIOM-5
LEGEN
(D
BRIDONGESR NO1154. 26
-WLB-
WETLAND
SITL;' I
CD
-0
OVER DEEP CREEK
F
DENOTES FILL IN
L-L
HORIZONTAL SCALE: I'= 20'
VERTICAL SCLAE: I'= 20'
WETLAND
M-n3
DENOTES EXCAVATION
IN WETLAND
I<
C4��
10 0 20
7
.
20
DATIE0,20-03
SHEET -'/
OF

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS I SURFACE WATER IMPACTS
Site
No.
Station
(Fromlro)
Structure
Size/Type
Fill In
Wetlands
(ac)
Temp. FIII
In Wetlands
(ac)
Excavation
In Wetlands
(so)
Mechanized
Clearing
(Method III)
(ac)
Fill In SW
(Natural)
(ac)
FIII In SW
(Pond)
(ac)
Temp. FIII
In SW
(ac)
Existing
Channel
Impacted
(h)
Natural
Stream
Design
(it)
1
16+46.17-
19+84.50
ROADWAY APPROACH (WEST)
LT 6 RT
0.154
---
0.171
0.142
---
---
...
_..
___
1
19+84.50-
20+74.50
BRIDGE
LT 8 RT,
0.035
---
0.071
0.031
._.
---
...
1
20+74.50-
24+50.00
ROADWAY APPROACH (EAST)
LT S RT
0.197
---
0.250
0.151
---
...
___
._.
.._
4'i.
! 1.vlli..i•
a
11
TOTALS:
0.386
0
0.492
0.324
0 1
0
Oq;
0
0

SUMMARY OF AFFECTED PROPERTY OWNERS
,
TRACT NO.
PROPERTY OWNER
ADDRESS
I
SITE NO.
DEPARTMENT
1084 ORANGE ST.
ONC
'
OF CORRECTION
P.O. Box 220NEWPORT,
NC 28570
O
BERT P. JUSTICE
P.O. Box 615
NE PORT NC 28570
3 "
O
IOHNNY R. HOWARD
153 MILL CREEK-RD. ,__
NEWPORT, NC
1
.r
28570
,,..;fir 77,
JUE ! 9
2004
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001(B-3626)
BRIDGE NO.26
ON SR 1154
OVER DEEP CREEK
NOT TO SCALE
11 11''
DAIF:I-,0 03 SHEEI OF L

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N
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AR�AND eat
FROER II@6BlCE NO.
SM@T NO.
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Pl STA = l6+O775
-
Pl STA = 24+I451
SEAR •BROWN
HD.
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1000 Corporate Drive, Suite 101
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L = 30158
L = .198S/
NC 27278-8661
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(919) 732- 8
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