NCDOT 125-01 Dills Creek

Permit Class Permit Number
NEW C 125-01
STATE OF NORTH CAROLINA aF�
Department of Environment and Natural Resources 10/
and
Coastal Resources Commission
Vermit OCT 11 200,
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, P.O. Box 1587, Greenville, NC 27835
Authorizing development in Carteret County at At the crossing of Dill's Creek, a tributary to
Crab Point Bay. SR 1176 in Crab Point, as requested in the permittee's application dated 5/29/01, including
attached the worknlan drawings (2) dated as 5/29/01.
This permit, issued on 1015101 , 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.
Culvert replacement and roadway elevation
1) In order to protect spawning adult and juvenile anadromous and marine fish populations, no in -water
work shall be conducted between February 15 to September 30 of any year without the prior approval of
the Division of Coastal Management, in consultation with the NC Wildlife Resources Commission.
2) The culvert invert must be buried at least one foot below normal streambed elevation to allow for
passage of water and aquatic life.
3) No excavated or fill material will be placed at any time in any wetlands or waters of the United States
outside of the alignment of the fill area as indicated on the workplan drawing(s).
(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
December 31, 2004
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.
Wbilha D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

N.C. Department of Transportation Permit #125-01
Page 2 of 4
ADDITIONAL CONDITIONS
4) No excavation shall occur within wetlands or waters of the United States, except for that depicted on the
attached workplan.drawings.
Wj i
5) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized. This condition also applies to removal of the existing culvert, roadway
asphalt and associated material.
6) Live concrete shall not be allowed to contact the water in or entering into the stream.
7) The fill material shall be clean and free of any pollutants except in trace quantities and all permanent fill
material must be obtained from an upland source.
8) All excavated materials shall be confined above mean high water and landward of regularlyor
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any vegetated wetlands or surrounding waters.
9) Debris resulting from removal of the existing culvert, roadway asphalt and associated material, shall not
enter wetlands or waters of the United States, even temporarily.
10) All excavated materials and debris associated with the removal of the existing culvert, roadway asphalt
and associated material will be disposed of at an approved upland disposal site.
11) Placement of riprap shall be limited to the areas as depicted on the attached workplan drawings. The
riprap and associated fill material must be clean and free -from loose dirt or any pollutant except in trace
quantities. It must be of a size sufficient to prevent its movement from the site by wave or current
action. The riprap material must consist of clean rock or masonry materials such as, but not limited to,
granite or broken concrete.
Construction of new side ditches
12) Construction of new side ditches shall not occur within wetlands or waters of the United States.
13) Adequate measures shall be taken to prevent short term and long term erosion of the side slopes of the
new side ditches.
14) Excavation of the new side ditches shall not exceed a depth of 4 feet and shall not exceed a width of 6
feet.
Sedimentation and Erosion Control
15) This project must conform to all requirements of the NC Sedimentation Pollution Control Act and NC
DDT's Memorandum of Agreement with the Division of Land Resources.
16) In order to adequately contain fill graded to 1.5:1 slopes on this project, the permittee shall employ
stringent measures within the wetland areas in addition to silt fencing to prevent the movement of
material from entering these wetland areas.

N.C. Department of Transportation Permit #125-01
Page 3 of 4
ADDITIONAL CONDITIONS
17) All cut or filled slopes shall be at an angle which can be retained by vegetative or other appropriate
cover.
18) The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside .
the area of construction or construction -related discharge. Increases such that the turbidity in the
waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
19) All instream work shall be contained within turbidity curtains. The turbidity curtains shall be removed
when turbidity within the curtains reaches ambient levels.
20) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
21) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
22) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within fifteen days of project completion.
23) This project is in a High Quality Water Zone and must comply with the Design Standards in Sensitive
Watersheds, 15A NCAC 4B .0124.
24) The permittee shall follow Best Management Practices for the Protection of Surface Waters and
sedimentation and erosion control measures sufficient to protect aquatic resources.
General
NOTE: The permittee and/or his contractor is strongly encouraged to contact DCM's Field
Representative for Transportation Projects at [phone] to request a preconstruction
conference prior to project initiation.
25) After project construction is complete, the permittee shall coordinate with all of the adjacent private
landowners, including Mr. Melvin E. Burns at 1324 N. 20s' Street and Mr. Leroy Buck at 1310 N. 20th
Street, to ensure that their properties are restored to pre -project condition.
26) If the permittee determines that additional permanent and/or temporary impacts (such as temporary
access roads, detours, or matting to transport equipment across wetlands) will occur that are not shown
on the attached permit drawings, additional authorization from DCM will be required.
27) Any relocation of utility lines will require additional authorization, either by way of a modification of
this permit or by the utility company obtaining separate authorization.
28) The authorized activity will not cause an unacceptable interference with navigation.
29) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required.

State of North Carolina
Department of Environment
• .�
and Natural Resources
Division of Water Quality
Wilmington
lmington Regional Office
NCDENR
Michael F. Easley, Governor
NORTR CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
August 10, 2001
CERTIFIED MAIL: 70010320 0003 0382 8898
RETURN RECEIPT REQUESTED r
NC Department of Transportation AUG 17 2001
Attn: Jay Johnson — NCDOT Div. 2
P.O. Box 1587
Greenville, NC 27835 COASTAL MREHEAD Mi
SUBJECT: Approval of 401 a er uality and Additional
Conditions
Culvert replacement SR 1176 (201h St. at Crab Point)
DWQ Project # 011116
Carteret County
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions (WQC # 3289) to conduct the following activity for
the culvert replacement on SR 1176 (20' Street at Crab Point) in Carteret County. This approval allows you to:
1) Replace the degraded 48-inch by 51-inch culvert with an 87-inch by 63-inch aluminum arch culvert and to raise the
elevation of the road pavement by 2 feet.
2) Fill 979 square feet of coastal wetlands and approximately 420 square feet of shallow estuarine bottom to be
excavated and filled by culvert and rip rap surrounding the culvert.
This approval is only valid for the purpose and design that you described in your CAMA application dated July 16,
2001 received by the Division of Water Quality (DWQ). After reviewing your application, we have determined that
General Water Quality Certification Number 3289 covers this activity. This Certification allows you to use Nationwide
Permit Number 14 when issued by the US Army Corps of Engineers. Please keep in mind that there may be
additional Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion
Control, Non -Discharge and Water Supply Watershed regulations and Coastal Stormwater. In addition, this approval will
expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA application dated July 16,
2001. If you change or modify your project, you must notify the Division (DWQ) in writing and you may be required to
send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H
.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional
conditions listed below.
127 Cardinal Drive Extension, Wilmington, NC 28405 Telephone [phone] FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Division of Water Quality
July 25, 2001
Mr. Jay Johnson
North Carolina Department of Transportation
PO Box 1587
Greenville, NC 27835
Subject:
Dear Mr. Johnson:
W
6y, /' "
NCDENR
NORTH (:AROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
AUG 0 1 2001
Carteret County
20th St. Carteret
The Wilmington Regional Office received a copy ofthe CAMA Major Permit Application to replace
culvert on 20th St. on July 17, 2001. 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 2H.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 five acres 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 ofdevelopment,
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,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\CAMA\
cc: CIiNiBltI iead), DCM tr.
Katrina Marshall, Carteret County Inspections
Doug Huggett, DCM
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395d900 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -commoner paper

MEMORANDUM:
TO: DOUG HUGGETT
FROM: BILL ARRINGTON
SUBJECT: COMMENTS & RECOMMENDATIONS- CAMA MAJOR PERMIT —
Culvert replacement, State Road 1176, Carteret County
DATE: July 12, 2001
The following are my comments and recommendations regarding the above mentioned proposal.
The project consists of replacing the existing 48•inch culvert with an 87 inch by 63-inch aluminum arch
culvert. The pavement width will increase 2 feet and the roadway will be raised 2 feet. Approximately
571 square feet of the 979 square feet of coastal wetland impactswill be to an area that has been
filled with RipRap previously. Approximately 168 square feet of the 420 square feet of shallow bottom
impacts are to area that has;been filled previously with RipRap. DOT worked to minimize impacts by
increasing shoulder slope ratios to 1 1/2 to 1. Dill's Creek is coastal water. The project is well
designed with minimization of impacts. I would recommend the project be approved contingent upon
the following conditions:
1) The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
2) No excavated or fill material will be placed at anytime, in any marsh or surrounding waters,
outside of the alignment of the fill area indicated on the work plats.
3) All excavated materials will be confined above mean high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent
spillover of solids into any marsh or surrounding waters.
4) The roadway fill material will be clean and free of any pollutants, except in trace quantities.
5) In order to protect water quality, runoff from the construction must not visibly increase the
amount of suspended sediments in adjacent waters.
Cc: Ted Tyndall, DCM
Charles Jones, DCM

r'
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
July 13, 2001
Carteret News Times
Legal Advertisement Section
P.O. Box 1679
Morehead City, N.C. 28557
Re: Public Notice - N.C. Department of Transportation
Dear Sir:
Please publish the attached Notice in the Sunday, July 15, 2001, 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 our
Morehead City office.
Sincerely,
Bill Arrington
Coastal Management Representative
Enclosure
cc: Doug Huggett
Ted Tyndall, District Manager
", . I d
Morehead City District\ 151-B Hwy. 24, Hestron Plaza H
Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2,enr.state.nc.u's
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER— 50% RECYCLED / 10%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 on June 14, 2001.
According to said application, NC DOT is requesting to, raise the roadway 2 feet and replace the
existing culvert at Dill's Creek, on SR 1176 (20t° St.), in Morehead City. A copy of the entire
application may be examined or copied'at the'offic�'of'Bill Arrington, NC Division of Coastal
Management, located at 151-B Hwy. 24, Hestron Plaza It Morehead City, NC, [phone]
during normal business hours.
Comments mailed to Donna D. Moffitt, Directoi, Division of Coastal Management, 1638
Mail Service Center, Raleigh, NC, 27699-1638, prior to August 4, 2001, 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 Uased'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: Sunday, July 15, 2001

l
DIVISION OF COASTAL MANAGEMENT
NCDENR
NORM C Ra m O� OF
EMNRONMp µ0 NNII RFSIX cm
151-B HWY. 24, HESTRON BUILDING
MOREHEAD CITY, NC 28557
TELEPHONE: [phone]
FAX: [phone]
TO:
OFFICE:
TELEPHONE #: I I FAX #:
FROM:
OFFICE: DIVISION OF COASTAL NiANAG-MFNT
w
DATE SENT:
TOTAL NUMBER OF PAGES INCLUDING OVER HEFT:

' P. 01
TRANSACTION REPORT
JUL-13-2001 FRI 08:43 AM
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
JUL-13 08:42 AM 7266016 1'03" 3 SEND OK 896

Development Type
FEE
DCM%
14300 1601 4351000931625 62531
DWQ%
243001602 435100095 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:
R. Public or commercial development
that does not Involve the filling or
S400
100% ($400)
0% ($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling andfor excavation of up to 1
acre of wetlands andfor open water
areas, determine if A. B. C, or D
below applies:
III(A). ,For Private, non-commercial
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%(S400)
0%(SO)
Certification 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
because of concems related to water
quality or aquatic life:
,
III(D). If General Water Quality
Certification No. 3301 (see attached)
S400
60%(S240)
40%($160)
can not be applied:
-
IV. For development that involves
the filling andfor excavation of more
5475
60% ($285)
40% ($190)
than one acre of wetlands andfor
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: SR 1176 (20'hStreet), in Crab Point, north of the
Morehead City business district, crossing of Dill's Creek.
Photo Index -2000: Photo # 549, grid 17 P 1995: Photo # 532, grid 7-8 G
State Plane Coordinates x: 2682650 y: 368050
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-7/9/2001 & 7/10/2001
Was Applicant Present - yes (Jay Johnson, DEO)
5. PROCESSING PROCEDURE: Application Received - 6/14/2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification from LUP - Urban Transition/Conservation
(B) AEC(s) Involved: PT, EW, CS, CW
(C) Water Dependeut: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Roadway, Culvert
Planned - Replacement of culvert, elevation of roadway
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Ti'vnnon4url L`.11...1 l�aL ..�
(A) Coastal Wetlands - SSpartina
alterniflora, Juncus roemerianus,
979 sf
Distichlis snicata
(B) Shallow Bottom
252 sf
168 sf
(C) Other - High ground
13,200 sf
High ground in AEC
6800
(D) Total CAMA AEC Disturbed: 0.188 acres (0.017 has been previously disturbed)
(E) Total area disturbed by project 0.491 acres
(F) Primary Nursery Area: Yes
(G) Water Classification: SA HQW
(H) Open for Shellfishing: NO
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to replace the
degraded 48-inch culvert with an 87" by 63" aluminum arch culvert and to raise the elevation of
the road pavement by 2 feet.

FIELD INVESTIGATION REPORT
NC DOT — SR 1176
PAGE 2 •
9. PROJECT DESCRIPTION:
The site of this proposal is State Road 1176, at the crossing of Dill's Creek in the community of
Crab Point, north of the Morehead City business district in Carteret County. The existing
roadway is approximately 2 feet in elevation above the normal high water level. The general
purpose of the project is to replace the deteriorating steel culvert with a larger aluminum arched
culvert and to raise the roadway 2 feet, to allow for better flow in Dill's Creek and to stop the
current overwash of the roadway during storm tides.
The culvert crossing at Dill's Creek is flanked with wooded Pine/Gum swamp wetlands, coastal
wetlands and residential lawns. This area is primarily residential. The site consists of a 20' wide
creek downstream of the crossing. The creek narrows at the culvert and is 8 feet wide upstream of
the culvert. The coastal wetland area consists of Spartina alterniflora, Juncus roemerianus, and
Distichlis s ip cats. The adjacent uplands are residential land and are vegetated primarily with
various pines, oak, gum, myrtle, centipede grass and St. Augustine grass. Soils in the area
include Arapahoe and Augusta fine sandy loams. Dill's Creek is coastal waters at the project site,
and is classified SA HQW by the North Carolina Division Of Water Quality. The area is closed
to the taking of shellfish for consumption, and is designated as Primary Nursery Area by the
North Carolina Division of Marine Fisheries. The Carteret County Land Use Plan designates the
project area as Urban Transition, with all CAMA Areas of Environmental Concern designated as
Conservation.
The proposal is to replace the existing 48" diameter by 51' long culvert with an 87" by 63"
diameter by 70' long corrugated aluminum structural plate pipe arch (culvert) on the existing
alignment. The roadway will be raised from its current elevation of approximately 2' above the
normal high water contour line to approximately 4' above the same. The additional 19' length of
culvert is required to accommodate the fill slopes for the elevated road. The road pavement will
be widened 2' (to accommodate State and Federal Highway Safety Standards) and the shoulders
will be maintained at the current 10 feet. The slopes have been minimized to a 1 1/2: 1 slope with
riprap stabilization. Best Management Practices will be used to minimize erosion and control
sedimentation.
The 30' buffer requirement implemented by the Coastal Resources Commission does not apply to
this proposal, as bridges and culvert crossings were determined to be water dependent uses.

FIELD INVESTIGATION REPORT
NC DOT — SR 1176
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, the replacement of the existing culvert with an aluminum arch culvert and raising
the elevation of the roadway 2 feet will result in the following impacts: Approximately 420 square
feet of shallow estuarine bottom will be excavated and filled by culverts and riprap surrounding
the culverts; approximately 979 square feet of coastal wetlands will be filled for the slopes of the
road shoulders; approximately 739 square feet of the 1399 square feet of impacts will occur to
wetlands and ground that has previously been filled with riprap. Approximately 6,800 square
feet, of the 20,000 square feet of high ground that will be graded, filled or excavated for the
roadway and paving, is in the CAMA Coastal Shoreline Area of Environmental Concern. The
resulting impervious area within the Coastal Shoreline AEC will be an additional 1000 square feet
of paved surface. No navigational use of the area can occur presently, and this use will be neither
expanded nor enhanced. The hydrology of the upstream portion of Dills Creek was greatly
reduced by the original placement of this culvert crossing. The opening of the culvert will
increase by approximately 267 % with this proposal. The NC DOT has reduced the estuarine
system fill impacts associated with this proposal by using steep shoulders to be stabilized with
riprap. There is a high probability of turbidity expected during the replacement of the culvert.
Stringent sedimentation/erosion control measures are proposed to minimize this impact. The
primary use of State Road 1176 is for ingress and egress of local residents. The replacement of
the culvert and raising the road 2 feet will upgrade the crossing to improve safety of traffic
movement and comply with state safety standards for secondary roads.
The collective disturbance area for the project is 0.491 acres.
Bill Arrington July 13, 2001 Morehead City

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DPdISION OF HIGHWAYS Lindo Tippett
GOVERNOR = SECRETARY
May 31, 2001 ,nn
Mr. Bill Arrington
Coastal Management Field Representative _ --
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
151 — B Highway 24 Hestron Plaza
Morehead City, North Carolina 28557
Dear Mr. Arrington,
Please find enclosed a CAMA Major Permit Application for a culvert replacement on
SR 1176 20th Street in Carteret County. The North Carolina Department of
Transportation proposes to replace an existing 48" metal pipe with one 87" x 63" x 70'
aluminum arch pipe. In conjunction with this project the road will be raised
approximately 2' to accommodate the required fill over the new pipe and will be tapered
back into the higher grades at each side of the pipe. Avoidance and minimization was
initiated so that only 979 sci. ft. of coastal wetlands will be filled. New side ditches
will be constructed to trap sediments from stormwater in a settling basin and then sheet
flowing the water over vegetated uplands prior to entering the adjacent stream. Please let
me know if there is additional information required.
Sincerely,
Jay Joh son
Division 2
Environmental Officer
CC: Mr. Neil Lassiter, Jr., P.E. DivisionEngineer NCDOT Div 2
Mr. Dwayne Alligood, P.E. Maintenance Engineer NCDOT Div.2
Mr. Thom Edgerton., Bridge Superintendant NCDOT Div.2
Division Two • P.O. Box 1587 • Greenville, N.C. 27835

Form DCM-MP-1
APPLICATION. -
(To be completed by all applicants) -
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name. Jav Johnson, -NCDOT Div. 2
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
c. Project name (if any) 20th St. Carteret
NOTE: Permit ivill be issued in nonre of landowner(s), and'or
project none.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
b. City, town, community or landmark
Morehead City
c. Street address or secondary road number
20th St. North of Cambridge St. SR 1176
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g: river,
creek, sound, bay) Dills Creek,Tributary to Crab
point bay
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 culvert on 20th St.
Raise shoulder and elevate rd. over creek and
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 Transportation
d. 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. Purpose: To upgrade existing culvert to
improve safety of traffic movement
METHODS OF CONSTRUCTION: Standard roadway
and culvert construction / replacement methods:
DAILY
OPERATIONS: Conveyance of vehicular traffic
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
d. Soil type(s) and texture(s) of tract
Arapahoe fine sandy loam. Augusta fine sandy
e. Vegetation on tract Juncus Roemeranus. Spartina
Alterniflora, Disticlus Spicata
f. Man-made features now on tract Existing 20' paved
road 51' steel culvert.
s. What is the CAMA Land Use Plan land classification
of the site? (Consull the local land use plan.)
Conservation _ Transitional
Developed _ Community
Rural X Other Residential. currently
not under Carteret Co. Planning jurisdiction
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? _ Yes _ No N/A
(.4aach zoning compliance cerlificare, ifopplicoble)
j. Has a professional archaeological assessment been
done for the tract? _Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Resister listed or eligible property?
Yes No Unknown
I. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(AVrach documentation. ifavailable)
N/A
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface Runoff
o. Describe existing drinking water supply source.
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
ink on an 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.
•A Stormwater Certification, if one is necessary.
in. Describe existing wastewater treatment facilities.
•A list of the names and complete addresses of'the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners

Form DCM-MP-1
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30.days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Numa S. Andrews
Address 731 West Kivette St. APT 24F
Ashboro,N.C.27703
Name Leroy Buck
Address 1310 N. 20th St.
Morehead City, N.C. 28557
Name Victor Pavia
Address 1329 N. 20th St.
Morehead Citv; N.C. 28557
Name Melvin E. Burns
Address 1324 N. 20th St.
Morehead City, N.C. 28557
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
pennittee, 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 PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to'this
application will allow only the developmenf'described-in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program. -
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related .to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 29 th day of May 2001 .
Print Name Jay Johnson
Signature
!,a ow o uthai=edAgenl
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 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.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other Road
(Excluding
shoreline
stabilization)
'Average Final
Existing Project
Length Width Depth Depth
N/A N/A
500, 40'
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 0
b. Type of material to be excavated Asphalt
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes X No
d. High ground excavation in cubic yards 500' x 40' x
.5' = 370 cu yds.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area NCDOT Maintenance
yard.in NewpoMCarteret Co. From there will be
taken to Barrus Construction Co. to be recycled in
new Asphalt mix
b. Dimensions of disposal area Approx. 2 Acres
c. Do you claim title to disposal area?
X Yes _ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes —No
If yes, where? Same
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
_ Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
_Bulkhead _-Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward ofMHW orNWL
e. Shoreline erosion during preceding 12 months .
(Source ofinformnrion)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes _ No
If yes,
(1) Amount of material to be placed in the water
N/A
(2) Dimensions of fill area Refer to plat (500, x
(3) Purpose of fill To raise grade of SR 1176
over new pipe installation
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
_Yes _ No
If yes,
(1) Dimensions of fill
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt Fence
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Standard road and culvert construction
equipment
c. 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.
NCDOT SR 1176 20th St. Carteret
Applicant or Project NgMe
Signature
pis/
Date
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all other
sections of the Joint Application that relate; to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Raise grade of SR 1176 over
new pipe
b. Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
I4"
e.
f.
g.
h.
Size of area to be graded, filled or disturbed including
roads, ditches, etc. approx. 40' wide by 500' lone on
SR1176.
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? . Yes X No
If yes, date submitted
List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Asphalt
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
-- Yes. X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
j. Have the facilities described in Item i. above received
state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff from roadwav: stormwater
capture and retention from upland ditches ,
diffuse flow into wetlands
I. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
m. Will water be impounded? _ Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
NCDOT SR 1176 20th St. Carteret
Applicant or Project Name
i
Signature .
Date
Revised 03/95

Form DCM-MP-5
BRIDGES AND --
CULVERTS
Attach this form to Joint Application for CAMA Major j. Will the proposed bridge affect existing water flow?
Permit, Form DCM-MP-1. Be sure to complete all other __Yes No
sections of. the Joint Application that relate to this If yes, explain
proposed project
1. BRIDGES
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
e. Will proposed bridge replace an existing bridge?
_ _Yes _ No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW orNWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
U. Length of proposed
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
k. Navigation clearance underneath proposed bridge
I. Will the proposed bridge affect' navigation by
reducing or increasing the existing navigable
opening? Yes _ No
If yes, explain
in. Will the proposed bridge cross wetlands containing
no navigable waters? _ Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval?
_ Yes No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed. Dills
Creek a tributary of Crab Point Bav
b. Number of culverts proposed 1
c. Type of culvert (construction material, style)
Aluminum Arch Pine
d. Will proposed culvert replace an existing bridge?
_Yes _X No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
Revised 03/95

Form DCM-MP-5
X Yes No
If yes,
(1) Length of existing culvert 51'
(2) Width of existing culvert 48"
(3) Height of the top of the existing culvert above
the MHW orNWL 0.8'
(4) Will all, or a part of, the existing culvert be
removed? (Explain)Yes, Replace with new
Aluminum Arch Pipe
f. Length of proposed culvert' 70'
Width of proposed culvert 87"
h. Height of the top of the proposed culvert above the
MHW orNWL 2'
i. Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain New pipe will allow less restricted
tidal flow.
j. Will the proposed culvert affect existing navigation
potential? _Yes_X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X_Yes No
If yes,
(I ) Length of area to be excavated 71'
(2) Width of area to be excavated 9'
(3) Depth of area to be excavated 3.5'
(4) Amount of material to be excavated in cubic
yards 83 cu. vds
b. Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs _ Other Wetlands
Ifyes, Open Water
(1) Length of area to be excavated 28'
(2) Width of area to be excavated 9'
(3) Amount of material to be excavated in cubic
yards 9.33 cu. Yds.
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes, �u
_ ^.0n
u1
(1) Length of area to be excavated 45'
(2) Width of area to be excavated-- - 9' ---
(3) Amount of material _to_be_excavated_in, cubic
yards 35 cu. Yds.
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim title to the disposal area?
X Yes _ No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
_ Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? _ Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? X Yes No 141' x 3.2' avg. N. side
If yes, Refer to plats 61' x 8.41' avg. S. side
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill New slope fill from new pipe
to new grade of road.
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 Coastal Wetlands _ SAVs Other Wetlands
141'x 3.2' avg. N. side
If yes, Refer to plats 611x 8.4' avg. S side
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill New slope fill from new pipe
to new grade of road.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
Reviscd 03/95

Form DCM-MP-S
described in Item d. above) to be placed on
highground? X_Yes_ No
If yes.
(1) Length of area to be filled 500'
(2) Width of area to be filled 40'
(3) Purpose of fill To raise grade over new pipe
4. GENERAL
a. Will the proposed project involve any mitigation?
_ Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? _Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
_ Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
_ Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Tvpical bridge and roadconstruction 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 RipRap will be placed at
the ends of the culvert
NCDOT-SR 1176 20th St. Carteret
Applicant or PrAiect Name
Signature
Date
Ji
Revised 03/95

r
Name: BEAUFORT Location: 034° 44' 27.3" N 076° 43' 31.5" W
Date: 6/6/2001 Caption: Vicinity Map
Scale: 1 inch equals 1666 feet 6/5/01

x
9,8022843 ^
CROSS SECTION OF
RR 296 2001 CULVERT CROSSING
20TH STREET
CARTERET
EXISTING RIPE 1 @ 48" x 51' CMP — v�
I•., — �1
IR 1176 9
DILL'S CFEEK i
35 CUBIC YARDS �,5' EXISTING
48° x 5/' CdIP
AREA TO BE FILUDEx"VATED D B•
AxD BACXFnLEB NYh
3.2' B3 cuac ru
UNDERCUT B NOT TO SCALE
BACKFILL
PROPOSED PIPE 1 @ 87" x 63" x 70' ALUMINUM ARCH TYPE
PROPOSED GRADE
SR 1176
\ 2
l @ 87" x 63" x 70' ALUM. ARCH TYPE
EXISTING GRADE 5 CUBIC YARDS 2 NWL PROPOSED PIPE
AREA TO BE EXCAVATED PROPOSED PIP PAP 0 E.'',C
AND BADKFILLED BJ CUBIC YARDS OF FIPE
UNDERCUT BNOT TO SCALE
BADKFILL PROPOSED FIP RAP 0 END
OF PIPE 85,
DILL'S CREEK I
TRIBUTARY OF
CRAB POINT BAY
EXCAVATION ABOVE NWL:
451 x 9'W x 2.10
= 35 CUBIC YARDS
EXCAVATION
BELOW NWL
7I1 x 9'W x 3.5'D
= Si CUBIC /ARDS
Sc
PPOPOSED 87'x 63'x 70
ALUM. ARCH TYPE PIPE 1
ti
w Z Z G
W W
a TOP VIEW a`
U
z o o rT29
w w ^
1''ze1 SLOPE
FINISHED EARTH SLOPE AS REQUIRED
PROPOSED RIP PAP Q END
OF PIPE
32

UTILITIES LEGEND,
TYPICAL EACH SHEET
POWEP POLE
AG
❑T
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
0+
SEWER. CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
D
WATER. METER.
EIFO
EXISTING IRON PIPE
+
PROPERTY CORNER
DIFFUSE FLOW
� 111 WOODSLINE BEGIN PROJECT
SIP COASTAL WETLANDS
20 30. NEUSE RIVER.
DUFFER. BUFFER P.IFARIAN BUFFER
ZONE 2
SOIL EROSION CONTROL LEGEND.
TYPICAL EACH SHEET
SILT BASIN TYPE 8
TENPORARI ROCK SILT CHECK TYPE -A
D TEMPORARI ROOF EILI CHECK TYPE-8
I TEMPORARY SALT FENCE
GPAOE SPEAK
3 DIRECTION OF FLOW
EXISTING 4811 x 51' CMP
MAP -NUMBER I
PROPOSED 87" x 63" x 70' ALUMINUM ARCH TYPE PIPE
NUMA S. ANDREWS -
731 WEST KIVETTE ST. APT. 24F
ASHEBORO,NC 27703
0
DIFFUSE FLOW THROUGH WETLANDS
VEGEidiEp UPLANDS QEPOPE ENTERING NET 'Y DEEUPOR\RY POCK 50.i CHECK 1
TYPE-d UPldxpS
a
SILT BA$IN irPE-B
a w I
k I
I
DIFFUSE FLOW DETAIL
NTS
/—X-
LEROY BUCK
1310 N.20TH ST
MOREHEAD CITY, NC 28557
PROPOSED CLASS B STONE
AREA I
T DUFFFER ZONES I I l^
AREA 3
F FR ,
COD 4�
ec CND
Q4
V
cr pv
l
<r
AREA TO BE
FILLED OR
DISTURBED
PRO. REFERENCE NNO.I SHEET NO. TC-A, S
�6 :4_3 1
I
Mq MAJ OES[Rlviqu
P RMIT SF 10=
APP ICA TION OrH SrP=='
ArOREh'E-G .r%'
A F�f==--
ArA/ 25.[.�I
PERMIT PLAN DATE: MAY 29,20r
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
FOR PERMITTING ONLY.
NOT FOR CONSTRUCTION
VICTOR ` E. PAVIA
AREA 2 Y 1329 N. 20TH ST. .END PROJECT
uF0' MOREHEAD CITY, NC 28557
'1 ZONE 2
PP.OPOSED FILL n
0
(---p __---------------
CAMA LINE
�i
LINE
. _
____________
CLASS B STONE
UNDISTURBED AREA
CROSS SECTION
FABRIC BURIED BELOW
1
I /
PROPOSED 10'SHOULDER PROPOSED 20 EXIST. 15 EXISTING GRA
PAVEMENT PAVEMENT
CLASS
RIP BRAP ONE P P c cH II, nrP PCLAcS B STONE
OF • • PIF RAP SILT FENCE
PROPOSED SILT FENCE \�� ..'EMSTING°FILL°• o. = I PROPOSED SILT FENCE DETAIL
NTS
DILL'S CREEK F pF <E FaL ° .ROPOSEO Fa
DILLS CREEK _
WETLAND ,-
PROPOSED 87' x 63' x 70' ALUMINUM ARCH TYPE PIPE
MELVIN E. BURNS l I„
1324 N.20TH ST.
MOREHEAD CITY,.NC 28557
CAMA WETLA'!0 AREA TO BE FILLED
AREA I--------- 454 SQUARE FEET AREA OF OPEN WATEF TO BE -_'-
AREA 2=------- 510 SOUAP.E FEET AREA I--------- 18.0 SWAP-- =EE
AREA 3---------- 0 SOUAP.E FEET AREA 2 -------- I.0 SQUARE =EE"
APEA 9--------- 15 SQUARE FEET AREA 3--------- 24.0 SOUAFE
AREA 4 _______ 125.0 SOUAF.E =__
AREA OF OF - WATER TO BE EXCAVATED FOR. fIEW PIPE
II x 9 09 `CUARE FEET NOPTH SIDE
fi x 9 = 153 Z3UAPE FEET SOUTH SIDE TOTAL _252 SOUAF E-FEE711 __
A F�f==--
ArA/ 25.[.�I
PERMIT PLAN DATE: MAY 29,20r
PREPARED BY: N.C.D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
FOR PERMITTING ONLY.
NOT FOR CONSTRUCTION
VICTOR ` E. PAVIA
AREA 2 Y 1329 N. 20TH ST. .END PROJECT
uF0' MOREHEAD CITY, NC 28557
'1 ZONE 2
PP.OPOSED FILL n
0
(---p __---------------
CAMA LINE
�i
LINE
. _
____________
CLASS B STONE
UNDISTURBED AREA
CROSS SECTION
FABRIC BURIED BELOW
1
I /
PROPOSED 10'SHOULDER PROPOSED 20 EXIST. 15 EXISTING GRA
PAVEMENT PAVEMENT
CLASS
RIP BRAP ONE P P c cH II, nrP PCLAcS B STONE
OF • • PIF RAP SILT FENCE
PROPOSED SILT FENCE \�� ..'EMSTING°FILL°• o. = I PROPOSED SILT FENCE DETAIL
NTS
DILL'S CREEK F pF <E FaL ° .ROPOSEO Fa
DILLS CREEK _
WETLAND ,-
PROPOSED 87' x 63' x 70' ALUMINUM ARCH TYPE PIPE
MELVIN E. BURNS l I„
1324 N.20TH ST.
MOREHEAD CITY,.NC 28557
CAMA WETLA'!0 AREA TO BE FILLED
AREA I--------- 454 SQUARE FEET AREA OF OPEN WATEF TO BE -_'-
AREA 2=------- 510 SOUAP.E FEET AREA I--------- 18.0 SWAP-- =EE
AREA 3---------- 0 SOUAP.E FEET AREA 2 -------- I.0 SQUARE =EE"
APEA 9--------- 15 SQUARE FEET AREA 3--------- 24.0 SOUAFE
AREA 4 _______ 125.0 SOUAF.E =__
AREA OF OF - WATER TO BE EXCAVATED FOR. fIEW PIPE
II x 9 09 `CUARE FEET NOPTH SIDE
fi x 9 = 153 Z3UAPE FEET SOUTH SIDE TOTAL _252 SOUAF E-FEE711 __
MELVIN E. BURNS l I„
1324 N.20TH ST.
MOREHEAD CITY,.NC 28557
CAMA WETLA'!0 AREA TO BE FILLED
AREA I--------- 454 SQUARE FEET AREA OF OPEN WATEF TO BE -_'-
AREA 2=------- 510 SOUAP.E FEET AREA I--------- 18.0 SWAP-- =EE
AREA 3---------- 0 SOUAP.E FEET AREA 2 -------- I.0 SQUARE =EE"
APEA 9--------- 15 SQUARE FEET AREA 3--------- 24.0 SOUAFE
AREA 4 _______ 125.0 SOUAF.E =__
AREA OF OF - WATER TO BE EXCAVATED FOR. fIEW PIPE
II x 9 09 `CUARE FEET NOPTH SIDE
fi x 9 = 153 Z3UAPE FEET SOUTH SIDE TOTAL _252 SOUAF E-FEE711 __
AREA OF OF - WATER TO BE EXCAVATED FOR. fIEW PIPE
II x 9 09 `CUARE FEET NOPTH SIDE
fi x 9 = 153 Z3UAPE FEET SOUTH SIDE TOTAL _252 SOUAF E-FEE711 __

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
5/31 /01
Melvin E. Bums
1324 N. 20th St.
Morehead City, N.C. 28557
Dear Mr Burns:
JUNI , G zoos
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 48"x 51' corrugated metal pipe with a 87" x 63" x 70' aluminum arch pipe.
onsite of his/her property located _SR 1126 20th street in _Craven 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 11
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 30 days of receipt of this notice.
NO RESPONSE WITHIN 30 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
h PU-V41
X 1 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-
* I would expect any intrusion onto my property be restored, grass
rip —rap etc. Further, I would expect shoulders to be restored
so I could maintain attractive front to my property.

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
5/31/01
Leroy Buck
1310 N. 20th St.
Morehead City, N.C. 28557
Dear Mr Buck:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 48"x 51' corrugated metal pipe with a 87" x 63" x 70' aluminum arch pipe.
onsite of his/her property located SR 1126 20th street in _Craven County. The sketch attached
accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dent. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 30,4ays of receipt of this notice.
NO RESPONSE WITHIN 30 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
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)
67 J� — D / (Date)`�—
�,t .

SENDER:
is Conpble Henn 1 u1Uor 2 for additional samoes,
e complete hems, 3. 4a, and 413.
a Print yoyyurro unnamW s e low w on to raea of Ns ban W M1w late e return Mb
card ro• Attach Ws, Mm b tM hart d h rrWipboe, as m tM back N apaoa does net
§ FkA ran lNo Rapriaefad'an to maNWaoa below er dada number.
i .. TM Man Rao�,M der b vial tM ardda lock delivered and the data
'Jplelvip E:.Burns
f 1324 N. 20'� Street
IMorehead City, NC 28557
or
PS Forth 3811, December 7994
I also wish to lecnive lire
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consull postmaster for fee. g
mbar
Zo ooDa ylo3 &294
tper
❑ Registered
A Certified
rL
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Cl Insured
g
❑'Relum Receipt for Merchandise
❑ COD
7. Date Delivery
,
/q_f
V! - 6-0 10
B. Addressee's Address (Only l/requested
Y
and lee Is paid)
102595-9&B-0229
a
;TEN ER:
w Coo late Items and/or 2 for additional serrlcaa.
o a Complete hems 3.4e; end 4b.
• Print yoyurourmmle Ar10 addrw m on
reeves d tlda tares ao Mel we ran mam We
card
a AAehrtardYlrl .Ws iarm bllr had d IM meilplaw, man 1M beck N apace does not
Q a Wdb •Rehm nequesfed' on the mellplece below the adlde number.'
5. ■ �R �m F4plpi wel ishow to wrwm Me suede was delivered and Me date l
5" 3 ,Artlde Addreaed to:
I'
Numa S. Andrews
T31 wpgt
a°�boo anfhr) Se c�nsrf
5. R ived B • (Pdnf N meJ
8: SI na : (Addressee'br� fient)
/
0
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
o t7 I,3ZZD NbA y)D G277 E
' 4b. Service Type 2
El CertifiedIx
❑ Express Mall ❑Insured
0
❑ RelumReceipt for Merchandise ❑ COD
7. Date t D liver f
8. Addressee's Address (Only if requested Y
i and fee is pa/d) i
10259&9&B-0229
Receipt
SPH, ItlEII:
1 also wish to receive the
v . complete items I nnd/or 2 ma nddnm,ml-1vmaa.
followingservices for an
a a Complete Items 3. ta. and 4b.
• Print your name end eddrss,a an the . of Mh loran so Met we can return tM
extra fee):
card to you
. Acne.& We torn b eo hort Of do mellprap, OrM on e beck a space does not
1. ❑ Addressee's Address
.loess, ;neru n nPow RePwered'm the nnnpiece below the nmcie number.
2. ❑ Restricted Delivery
• The Return Raoalpt will slxry to whore the mode was delivered and the dab
delvwrsd.
Consult postmaster for fee.
b . 3. Artce Addressed to: - ' , t
4a. Article Number
�j S
T. + v jo%4u UUU .7 '
I( r
Leroy Buck 4b. Service Type �,(
I 1310 N. 201' Street ❑ tPl Registered Certified
❑ Express Mali ❑ Insured
Morehead City. NC 28557 ❑ Return Receipt for Merchandise ❑ COD
7. Date ql'D ij y llj
p14V1L u6
and lee is aid
'
B.Signa rer(AddresseeorA ent)
o
t
u...7
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PS Form 381 , December 1994
102595-95-e-0229 Domestic Return Receipt
o
$
a
SENDER:
• Complete Items 1 anchor 2 for eddldonel services.
•Complete llama 3, 11a. and 4b. I
I also wish to receive the
following services (for an
g
L°
• Print your name and eddraae an Nn reverse of this loam W Met we can return this extra fee):
emd to yW.
a Ihb Mm to this hart .1 the MIRWOce, ar on Me
back It space does not 1. ❑ Addressee's Address
pAe t
•Was 'ner a , necajor ne"afise on die mellplece below the onicle number. 2. ❑ Restricted Delivery
• The Return Receipt will elww to whom the Wilda woe dollvered and the date
a.ovwb• I
Consult postmaster for fee.
3. Article Addressed to: I
: i 4a. Article Number
D 9 2zb o0 La (c o.
Victor Pavia
4b. Service Type
Ih
I 1329 N. 20 Street
r ❑ Registered Certified
Morehead City, NC 28557
❑ Express Mail ❑ Insured
❑ Relum Receipt for Merchandise ❑COD
7. Date of Deli ery
(t U- '.
S. Recei By: (Print Na eJ
�JULy
8. Addressee's Address (Only if requested
eKej 41 e`
and lee is paid)
8. Sign tire: (Addresse Agerrit)
A�
1
e�
PS Form 3811, December 1994
102595-98-B-0229 Dnrnp.R11C Ratl rrn Ron.

July 12, 2001
NCDOT c/o Jay Johnson
Division 2
P.O. Box 1587
Greenville, NC, 27835
Dear Jay:
The NC Division of Coastal Management hereby acknowledges receipt of your application for State
approval for the replacement of the 48 inch culvert at the Dill's Creek crossing on SR 1176 in
Carteret County. It was received on June 14, 2001, and appears to be adequate for processing at
this time. The projected deadline for making a decision is August 27, 2001. An additional 75-day
review period is provided bylaw 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 yournotice of an
extended review. However, an additional letter will be provided on or about the 75th day.
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 or tree along the road right-of-way near the crossing. 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.
Sincerely,
Bill Arrington,
D.O.T. Field Representative
WLA
Enclosure
cc: Charles Jones
Doug Huggett
Ted Tyndall, District Manager

LAMA PERMIT
APPLIErn'F R
COMMENTS ACCEPTED THROUGH Yu a I
APPLICANT:
V7
�enurl�e� ilk �'1835'
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:

. M4,,r,�!°'�
Field Investigation Information
1. Applicant's Name: DC
Agents name: .J 4
2. Location of Project site: 2014,
— ( reed
Photo Index -
State plane coordinates x: y:
3. Investigation type: /Vjoll-
4. Investigative Procedure: Date of site visit -7, +77a
Was applicant present - yosI Name — J J-
5. Processing procedure: Date application received — .T,�,v !�/
Office: Nl iK
6. Site Description: County: Cgrf
Community: -M o� Lz 'Crib l� /j
Principal uses of surrounding land: RA r%�Pw7,vY
Water /b-odies (witt}h� widthsL and depths): c mb )V4; 6
C rQe K R � �2J�/ %S i ✓Pll
Are they coastal waters? XPS
Buffer Rules? ho I J p
G Drains to: Cgl;ro -M� Jl /� Watershed: l�
Soil description in area:
Local land use plan —
Land classification from LUP
AFC's Involved OS 9T E GJ
Water dependent i5
Intended use Roa4
Waste water Treatment Existing A14
Waste water Treatment Planned X4
Type structures existing 44 X/?
Type structures planned Re4
+Annual �sf erosion 0#
yY7
S�
cQv��ws7'� `�liCo
17"'6J 70'

7. Habitat Description:
Page 2
Coastal Wetlands - Species:
Date:
Location:
Excavated: for culvert:
bridge:
road:
Filled: for culvert:
bridge:
road:
404 Wetlands- Deliniated?
Species:
Excavated: for culvert:
bridge:
road:
Filled:
for culvert: bridge:
road:
Shallow Bottom - SAV's?
Excavated: for culvert:
bridge:
road:
Filled:
for culvert: bridge:
road:
High Ground: Species:
High Ground disturbance: for culverts:
bridge: road:
Total CAMA AEC Disturbed:
Total area disturbed by project:
Includes:
Primary Nursery Area?
Water Classification:
Open for Shellfishing?
8. Project Summary:
9. Project Description:
Stabilization:
Road shoulder width:12-22� -
Pavement width: 1
Slopes (ditch) width: Yo"11 �qy� %r' /L/) /we 5f
Total width at cossings:
y,
Total width on other portions:�C,S 3 —
Project begins:
Ends:
r"

10. Anticipated Impacts: Coastal Wetlands:
Coastal Shoreline (buffers):
Public Trust Waters:
Shallow Bottom (estuarine waters):
404 Wetlands:
Displaced property owners: 0
.Qr4�7iautl�- i��RTrY�i
73R' V
Construction (temporary) impactso
Erosion:
Turbidity:
Other:
Page 3
Date:
Location:
11. Comments and Recommendations: 0�,-k �i _ �; µyr+lam - C� l
og
Possible avoidance and minimization: s�, cjufu5�
Minimization measures proposed:
Recommendations:
Comments: Ire
J

PROJECT DESCRIPTION
A.
WHAT DOES A PERSON WANT TO DO?
2.
4.
DREDGING:
(a) width, length, depth
(b) What is the existing and adjoining water depth?
(c) How will it be performed? (Type of equipment)
(d) Where are the spoils going? What size is it
(capacity)?
(e) Presence of shellfish or finfish resources
(g) Submerged or emergent aquatic vegetation in
alignment or adjacent areas
BULKHEAD/RIPRAP:
(a) Length, width (if applicable)
(b) Maximum distance beyond mean high or normal water
level
(c) Average distance
(d) Type of riprap/bulkhead material
(e) where will backfill material come from?
(f) Will excavation be required for installation?
(g) Erosion rate
(h) Are adjoining shorelines stabilized?
BUILDINGS•
(a) Location setback from mean high or normal water
level
(b) Size, type, height
(c) Disturbance required for access'roads, parking
areas, building site, etc.
(d) How will area be stabilized?
(e) Impervious areas within estuarine shoreline AEC
Impervious areas within total tract
(f) Storm -water control features (grass swales,
retention ponds, etc.)
(g) Is a Stormwater Management Plan required by DEM?
(h) Wastewater disposal & potable water supply
OCEANFRONT BUILDINGS:
(a) Square footage of buildings)& setback from the
first line of stable natural vegetation line
(b) Location of development as it relates to frontal &
primary dunes
(c) Development proposed seaward of setback line
(d) First'floor elevation of building
-2-

A.
FF
C.
f97
0
PROJECT SETTING
LOCATION - (MARE SURE A PERSON WITH REASONABLE INTELLIGENCE
CAN GET TO THE SITE)
1. SHOULD INCLUDE: State road number
2. Creek, river, or waterbody
3. Community or town
4. County
DESCRIPTION OF HIGHGROUND PROPERTY:
1.
Size
_.
Elevation
3.
Man-made features on tract (houses, sheds,
parking
lots, commercial buildings, septic tanks,
etc.)
4.
Vegetation type (wooded, farmland, yard area)
5.
Previous permit involvement
6.
Archaeological sites
DESCRIPTION OF OCEANFRONT PROPERTY:
1.
Presence of frontal/primary dune (height &
width)
2.
Predominant types of vegetation found on property
(maritime forest, maritime shrub thicket,
Spartina
patens, sea oats, etc.)
3.
Erosion escarpment
4.
Annual rate of erosion, 100 year recession
line, V-Zone
5.
Is the project located in the Inlet Hazard
AEC?
DESCRIPTION OF SHORELINE:
1. Wetlands
(a) Vegetation types
(b) Widths, lengths
2. Erosion escarpment
3. Beach width
4. Existing structures (bulkhead, docks, breakwaters,
adjoining bulkheads, etc.) adjacent to shoreline
DESCRIPTION OF WATER BODY:
1. Name
2. Primary nursery area or secondary nursery area
3. Water classification
4. Closed or open to shellfishinc
5. Depths
-1-