20011116 Ver 1_Complete File_20010717

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Michael F. Easley; Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 2, 2001
Carteret County
DWQ Project # 01-1116
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Jay Johnson
NC DOT - Division 2
P.O. Box 1587
Morehead City, NC 27835
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions, to place fill material in 0.02 acres of wetlands or waters
for the purpose of replacing a culvert and raising the road elevation of SR 1176, as you described in your application dated July
17, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3274. This Certification allows you to use General Permit Number 391 when the Corps of Engineers issues it. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification. This Certification replaces one issued to you on January, 28, 2001.
• When DOT plans to remove the asphalt shuyles, DWQ's Wilmington Regional Office must be notified at least two days in
advance.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this 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. This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within
60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Danny Smith at 919-733-9716 or Joanne Steenhuis, at our Washington Regional Office at 910-946-
-6481. --- --- - - - -- - --- ------- ------- -
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
File Copy
Central Files
Doug Huggett, DCM
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
NO EN R
Customer Service
1 800 623-7748
=., North Carolina
Department of Environment and Natural Resources 1' •
Division of Coastal Management
Michael F. Easley, Governor NCDENR
William G. Ross Jr., Secretary Donna D. Moffitt, Director _
July 16, 2001 7
^ -7 7?
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor .
Division of Water Quality
c
FROM: Doug Huggett 1V
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: Carteret County, SR 1176 (Wh Street), in Crab Point, north of the Morehead
. City business district, crossing of Dill's Creek.
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 6, 2001. If you have any questions regarding the proposed project, please contact Bill
Arrington at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: _ -This agency has no objection to the project as proposed. - - - - -- - - - - - -
This agency has no comment on the proposed project.
This agency approves of the project `only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
G DATE SI 1017 01
Morehead City District \ 151-B Hwy. 24, Hestron Plaza II
More ead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.ne.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WO Supervisor: Rick Shiver
Date:
"SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1176 County Carteret
Project Number 01 1116 County2
Recvd From DCM Region Wilmington
Received Date 7/17/01 Recvd By Region
Project Type road / culvert
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin `Req... Req. ME
CAMA SM O Y O N ? 21-30 SA xQw 30,503. 0.02 ?-
r r?
Mitigation Wetland
MiticiationTwe Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y O N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) 344427 Longitude (ddmmss) 764332
Comments:
This office has no objections to this project as proposed, but this office is concerned with the asphalt
shuyles that line the hank on the rid side (north east bank). NCDOT needs to notify this office is
shi iyl .s are disterhed then removed

cc: Regional Office
Central Office Page Number 1

DCM % DWQ %
Development Type FEE 14300 1601435100093 1625 62531 243001602 435100095 2341)
1. Private, non-commercial
development that does not involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:

II. Public or commercial development s7.
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
Ill. For development that involves the
filling and/or excavation 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, non-commercial
development, If General water Quality $250 100%(S250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%(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
$400
60% ($240)
40% ($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
-,-- - -------.
III(D). If General Water Quality
Certification No. 3301 (see attached)
$400
60%($240)
40% (5160)
can not be applied: j°?--'-
IV. For development that involves
the filling and/or excavation of more 5475 60%($285) 40%($190)
than one acre of wetlands and/or
open water areas:
'r
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: SR 1176 (20' Street), 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
011116
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 Dependent: 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]

(A) Coastal Wetlands - Sartina ??-? V Vlllil
alterniflora, Juncus roemerianus, 979 sf
Distichlis s icata
(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 S a? rtina alterniflora, Juncus roemerianus, and
Distichlis spicata. 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 '/a : 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 26,7 % 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
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
May 31, 2001
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 scl. 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. Division Engineer 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 9 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
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
repave.
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
NOTE: Permit ivill be issued in name of landowner(s), andlor construction and daily operations of proposed project.
project name. If more space is needed, please attach additional
pages. Purpose: To upgrade existing culvert to
improve safety of traffic movement
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
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/
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
loam
e. Vegetation on tract Juncus Roemeranus, Spartina
Alterniflora, Disticlus Spicata
f. Man-made features now on tract Existing 20' paved
road 51' steel culvert.
Q. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X Other Residential, currently
not under Carteret Co. planning iurisdiction
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(.4ttach _oning compliance certificate, i(applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom9
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes No Unknown
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation. if available)
m. Describe existing wastewater treatment facilities.

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.
N/A
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 1 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.
•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.
I understand that any permit issued ini response to 7. this
application will allow only the development" described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
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 City,-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 pen-nit numbers,
pennittee, and issuing dates.
N/A
• 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 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 9 2001 .
Print Name Jay Johnson
Signature
La ow o Ythori=ed Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Infonnation
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.
uo.,:?od nvac
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Pennit, Form DCM-MP-I. 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.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other Road
(Excluding
shoreline
stabilization)
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 vds.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area NCDOT Maintenance
yard in Newport,Carteret 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
Rpviwd 01ins
Form DCM-M -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 of MHW or NWL
e. Shoreline erosion during preceding 12 months .
(Source of information)
f. Type of bulkhead or riprap material
a. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fi l I material be brought to site?
X Yes No
If yes,
n .
Amount of material to be placed in the water
N/A --
(2) Dimensions of fill area Refer to Plat (500' x
40')
(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 area
(2) Purpose of fi
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 Nye ,/
SignatureU U //
6 S o/
Date /
Revised 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Pennit, Form DCM-MP-1. 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
Division of Environmental Management for review?
Yes . X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described in Item i. above received
state or local approval? N/A
(Attach appropriate documentation)
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. approx. 40' wide by 500' long on
SRI 176.
e. 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
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Asphalt
a. 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
h. Projects that require a CAMA Major Development
Pen-nit may also require a Stormwater Certification.
Has a site development plan been submitted to the
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 roadway; stormwater
capture and retention from upland ditches ,
diffuse flow into wetlands
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
N/A
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
Signature // /?
Date
RPVkPd nA/QS
Form DCM-MP-S - _ - "
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.
k. Navigation clearance underneath proposed bridge
1. BRIDGES
1. Will the proposed bridge affect navigation by
a. Public Private reducing or increasing the existing navigable
opening? Yes
No
b. Type of bridge (construction material) _
If yes, explain
c. Water body to be crossed by bridge
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
d. Water depth at the proposed crossing at MLW or If yes, explain
NWL
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
bridge
(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)
g. Length of proposed bridge
11. Width of proposed bridge
i. Height of proposed bridge above wetlands
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 Bay
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'
Q. 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
Will the placement of the proposed bridge or culvert
require any excavation below the MHW orNWL?
X_Yes -- No
If yes,
(1) 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
Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes, Open Water If yes,
(1) Length of area to be excavated 28' (1)
(2) Width of area to be excavated 9' (2)
(3) Amount of material to be excavated in cubic (3)
yards 9.33 cu. Yds.
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 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
Temporarv 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 orNWL? 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
Refer to plats 61'x 8.4' avg. S side
Length of area to be filled
Width of area to be filled
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
V-;-1 n2/Oc
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 trade 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)?
Typical 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 PCWect Name
Signature
Date

Revised 03/95
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10° W Pik
Name:BEAUFORT
Date: 6/6/2001
Scale: 1 inch equals 1666 feet
Location: 034° 44'27.3" N 076° 43'31.5" W
Caption: Vicinity Map
6/5/01
4
aptech, Inc.
PROJECT NO. 9,8022843
DATE MAY 29, 2001
ROAD SR 1176
ROAD NAME 20TH STREET
COUNTY CARTERET
MAP # 2
CROSS SECTION OF
CUL VERT CROSSING
35 CUBIC YARDS EXISTING
42" x 51' CHIP
AREA TO BE EXCAVATED
:.8'
AND BACKFILLED 3.2' 83 % NwL
cua/C YARDS %
\ %-/2'BEDDING
UNDERCUT 1NOT TO SCALE
BACRFILL
PROPOSED PIPE I @ 87" x 63" x 70' ALUMINUM ARCH TYPE
PROPOSED GRADE
SR 1176 9'

2
EXISTING GRADE 1@ 8' x 63" x 70' ALUA1..4RCH TYPE
5 CUBIC YARDq NWL PROPOSED PIPE
2'
AREA TO BE EXCAVATED
AND BACKFILLED
83 CUB/C YARDS j PROPOSED PIP PAP @ ENC
OF PIPE
3.2' 12 MINIMUM BEDDING 1 C= ?
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PPOPOSEO 87' x 63' x 0
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56' Y? I r//1 132
EXCAVATION ABOVE NWL:
451 x 9'W x 2.3'0 = 35 --:/B/C YARDS
EXCAVATION BELOW NWL
712 x 9'W x 3.5'D = 83 CJ81C YARDS
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