20021089 Ver 1_Complete File_20020708

W A TF Michael F. Easley, Governor
`O?? 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
O `C
August 29, 2002
Carteret County
DWQ Project No. 021089
APPROVAL of 401 Water Quality Certification
Mr. C.E. Lassiter, P.E. Manager
NCDOT, Division 2
PO Box 1587
Greenville, NC 27835
Dear Mr. Lassiter:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in
250 square feet of jurisidictional wetlands and 200 square feet or surface waters for the purpose of installing
guardrails on Bridge Number 18 on SR 1333 (Crow Hill Road) over the North Leopard Creek in Carteret County.
The project shall be constructed in accordance with your application dated July 1, 2002. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3362. This
certification corresponds to the Nationwide Permit 18 issued by the Corps of Engineers. In addition, you should
acquire any other federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire
with the accompanying 404 permit, unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality upon completion of the project.
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 that conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447,
Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
r
r, A
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
W ATF Michael F. Easley, Governor
q William G. Ross Jr., Secretary
`OCR pG North Carolina Department of Environment and Natural Resources
Vj r Alan W. Klimek, P.E. Director
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 contact John Hennessy at 919-733-5694.
S
an W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
DWQ Wilmington Regional Office
File Copy
Central Files
c:\ncdot\SR 1333\wqc\021089wgc.doc
AUG.-29'02(THU) 08:52 DEHNR COSTAL MGMT
TEL:[phone] P. 001
JIV*A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Faslay, Governor Donna D. Moffitt, Director Wlriarn o. son it., Secretary
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Phone: [phone] FAX: [phone] Internet: httpJ/dcm2.enr.state.no.us
An Equal Opporlunity 1 Alllrrnalve Aellon Employer- 50% Ra*19d 1 M Post Consumer Paper
AUG.-2912 MU) 08:51 DEHNR COSTAL MGMT
5R 1333
TEL:[phone] P.002
Subject: SR 1333
Date: Wed, 28 Aug 2002 13:56:26 -0500
From: "Timpy, David L SAW" [e-mail]-niil>
To: "Jay Johnson (E-mail)" <jbjohnson0dot.state.nc.us>
CC: "Cathy Brittingham (E-mail)" <[e-mail]>,
"Bill Arrington (E-mail)" <Bill.Arrington @ncmai ].not>
Jay,
I think the correct creek name is North Leopard Creek based on the usgs quad sheet and our database. Your
application has this listed as North Leffers Creek. This is too different to be a typo. Please confirm the correct
stream name.
Cathy and Bill.
Our action Id will be 200201204. l plan to proceed with issuing a nwp 18 pending a revised proposal from Jay
Johnson on the rip rip volume below ohw. The revision will be for 22 cy. The fill area is 250 ft which also fits this
nwp.
dave
1 1 9/29/02 9,32 AM
of
AUG,-29'021THU) 08:52 DEHNR COSTAL MGMT TEL:[phone] P. 003
1..; 5a HCDOT I.);U riu. 251 Wu-,
STA'rf- OF NORni CAROLINA
DEPARTMENT OF rT RANSPORTAEON
Dtvislon of Aishweys
Micheal F. Easley Lindo Tippen
Govulwak Sr-c TARY

l August 29, 2002
Dave Timpy, NCDOT project coordinator,
Wilmington Regulatory Field Office,
U.S. Army Corps ofEngimers
P.O. 13ox 1890
W11nwigt.on, N.C. 28402-1890
Dear Mr, Timpy,
Per our conversation today please find cnclosed a revision to the CAMA MAW
permit application MP-2 fonn item # 3-9. 29 cu, yards. of rip rap was revised to 22 cu yds
with dimensions revised to (I5xl 30). The enclosed revision shoWd allow you to proceed
in the processing of the perrttit. Should you have any questions please cal],
Sinegrely,
ray H. Emson, Division 2 Environmental Officer
Cc; C. E. Lassiter, P.E., NCDOT
Dwayne Alligood, P.E, NCDOT
Thom Edgerton
Cathy Uttingha>xt, N .C. Div, of Coastal Mgt.
Hill Arington, N.C, Div, of. Coasted W.

Division Ywa • Ro. Box 1597. Greenville, N C. 27533
[phone]
AUG. -29' 02 MU) 08:52
081'08 .,2c)02 1,1:54
Form DC.M-NV-2
4'
DEHNR COSTAL MGMT TEL:[phone] P. 004
NCDCT DIV 2 QPERATIONS 4 8915?231495 N0.251 UU3
e. Does the disposal o.*es inciuda any coastal wetlands
(marsh), SAVs or other wetlands?
Yey X No
f, Does the disposal include any area in the waters
Yes 7? No
3, SHORELINE STABLUZATION NIA
4. Type of slioreline stabilization
X J)wlkhead X -Riprap b•
b. Length a' --
e, Average distance waterward of MHW orNWL
d. Mj.+cimLlrri distance w4terwn-d of MHW orNWU
e. Shoreline erosion cluring preceding 12 months
(5au?ce of iirJar,ncrha?J Field &VrftX
f Type of pulkhced or riprap material Sheet pile &
c s 2 granite
g. Amount of fill in cubic yards to be p14:ed below
water level n 0,
(I) Riprap.? 15'x 131 '*
13u11(hcncl hnckfill NIA _ --
h. Type of fill material cIpj§ a eranita_
1
i. SUt1rCL' of fill material Fountain Quarry
4. OTHER PILL ACTIVITIES
(Excluding Shorciine StAil;zrtinn)
e Will fill material be brought to site?
X Yes No
r
Ifyes,
(1) Amount of material w be placed in the water
S'Y SO'=250 9n_f!, __
(2) Dimensions of fill area Refer to Int S' x
o
(3) Purpose of fill Backfill Abgetpile
8111111 1094111 Lion ofguordrail
Will fill malarial be placed in coastal wetlands
(marsh), SAVs or other wetlartds7
---&_Yes No
If yes,
(1) Dimensions of fill area S' Max Sh'
(2) Purpose of fill To stabilize &!.gp2-at
nnuranch to brjdee an n?r,?hgnat side a?
5. GENERAL
a. How will excavated or fill matarlal be kept on Site
and erosion controlled? dime t ru nd s'II
fence
b. What type of construction equipment will bs used ('[Or
crimple, dragiine, backhoe, or hydraulic dredge)?
rn d and bride consttru tion
eactinment
c. Will wetlands be crossed in transporting equipment to
project site? -Yes -?L- NO
If yes, explain steps that will be taken to lessen
Environmental impacts, -
NMT Hridee 18 SR 1333 Carteret
Applicant or P ject Nnrpc
Signature
IC PI) I'So f R;2f
AM -29' 02 MU) 12:14 DEHNR COSTAL MGMT TEL: [phone] P. 001
NORTH CAROLINA DEPARTMENT OF ENVIRoNAaNT AND NATURAL RESOURCES
DI'V'ISION OF COASTAL MANAGEMENT
FAX TRANSMISSION
DATE
TO
OFFICE
FAX#
FROM
#PAGES
Fl?? f /0 q - -
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vv-\
3 (INCLUDING VER SHEET)
COMMENTS: CA M m 1 No.
Wa 1 s zn
MMLU'4G ADDRESS: 1638 MAIL SERVICE CENTER RALEIGH, NC 27699-1638
PHYSICAL ADDRESS: 2728 CAPTIAL BLVD. RALEIGH, NC 27604
PRONE [phone] FAX [phone]
E-MAIL ADDRESS: DC MFRONTDESKOINCMAYG.-NTT
WFE ADDRESS: DCM2.ENR,STATE.NC.US
l'&-f1(_F\Y1..) -
AUG. -29' 02 JHU) 12:14 UEHNR COSTAL MGMT
TEL:[phone] P. 002
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
1 ermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCOS 113A-118
X Excavation and/or filling pursuant to NCGS 113229
Permit Number
114-02
Issued to N.C. Department of Transportation, P.O. Box 1587, Greenville, NC 27835
Authorizing development in Cpgeret County at adi. N. Leopard Cheek, Bridge No. 18 on
SR 1333 (Crow ,KjIl oadl_ Otway , as requested in the permittee's application dated 412fiW2. incltlf]3llir the
attached workvldrawings (4): 2 dated 5/9/02: 2 dated as received 5/15/02
This permit, issued on /29102 . is subject to compliance with the application (wbere 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.
NOTE:, The Leopard Creek Community Boat Ramp is an important community asset that has been in
existence for approximately 25 years, The permittee is strongly encouraged to work with the
local community residents to identify and develop a suitable replacement community boat
ramp on Leopard Creek or the canal adjacent to SR 1333.
Fill. Installation of Guardrall and Shoreline Stabilization
1) This permit does not authorize any excavation. If any excavation is required, a modification of this
permit will be necessary.
2) No fill material will be placed at any time in any vegetated wetlands or surrounding waters outside of
the alignment of the full area indicated on the workplan drawing(s).
(See attached sheet for Additional Conditions)
This permit action ruay be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
odor qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
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.
na D. Moffitt,13irector
Division of Coastal Management
All work must cease when the permit expires on
This permit and its conditions are hereby accepted.
December 31, 2005
In issuing this permit, the Stave of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
AUG. -29' 02 JHU) 12:14 DEHNR COSTAL MGMT
TEL:[phone] P. 003
N.C. Department of Transportation Permit #114-02
Page 2 of 2
ADDITIONAL. CONDITIONS
3) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized. _
4) 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.
5) The riprap shall not extend waterward more than 10 feet from the normal water level at any point along
its alignment at the time of construction.
6) All backfill material will be obtained from a high ground source, No unconfined backfill may be
discharged into estuarine or public trust waters. The fill material will be clean and free of any pollutants
except in trace quantities.
7) Any materials resulting from the removal of the concrete pad must be disposed of at an approved high
ground disposal area.
S en tion and Erosion Control
8) This project is in a High Quality Water Zone and must comply with the Design Standards in Sensitive
Watersheds, 15A NCAC 4B .0124.
9) All instream construction shall be contained by turbidity curtains.
10) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
11) 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 beans, sand fence, etc,).
12) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion,
General
13) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required,
NOM, The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 02-
1089.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200201204.
SR 1333 (Crow Hill Road). N. Leopard Creek, Otway, Carteret County
Subject: SR 1333 (Crow Hill Road), N. Leopard Creek, Otway, Carteret County
Date: Tue, 06 Aug 2002 14:39:37 -0400
From: Cathy Brittingham <[e-mail]>
Organization: NC DENR DCM
To: John Hennessy <John.Hennessy @ncmail.net>,
bill arrington <[e-mail]>,
mike christenbury <[e-mail]>,
Michael Bell <[e-mail]>, Mike Street <[e-mail]>
DCM is currently processing a CAMA major permit application from NCDOT
to expand the approach and trailing road shoulders of the southbound
lane of Carteret Bridge #18 on SR 1333 to facilitate the installation of
guardrail. The proposal would close the Leopard Creek Community Boat
Ramp by removing a portion of the existing ramp and filling the
remainder of the ramp with riprap. A copy of the CAMA major permit
application was sent to you for review on or about 7/1/02.
DCM has not yet received comments from your agency on this CAMA major
permit application. Please send your comments to the DCM-Raleigh Office
as soon as possible.
Mike: I will need the USACE Action ID No, Permit type and date of
issuance to include in the CAMA permit.
Cathy Brittingham
Transportation Project Coordinator
NC Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
[phone] X238 phone
[phone] FAX
1 of 1 8/9/02 5:24 PM
A NCD"d ?, I A
ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
July 1, 2002
MEMORANDUM
TO: John Dorney
Division of Water Quality, Wetlands/401 Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA PERMIT APPLICATION REVIEW
Applicant: NC Department of Transportation
U21089
mph
ii
Project Location: Carteret County, Bridge # 18 on SR 1333 (Crow Hill Road) at the crossing
of Leopard Creek, 2 miles south of US HWY 70 in Otway.
Proposed Project: The applicant proposes to expand the approach ant trailing road shoulders
of the southbound lane of Carteret Bridge # 18 to facilitate the installation
of guardrail.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 22, 2002. If you have any questions regarding the proposed project, please contact
Doug Huggett 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.
This agency objects to the project for reasons described in the attached comments.
SIGNED
DATE

1638 Mail Service Center, Raleigh, North Carolina 28699-1638
Phone: [phone] FAX: [phone] Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DCM % DWQ %
Development Type FEE 14300 1601 435100093 1625 62531 (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not involve 5250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. 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:
MMMM?
III(A). For Private, non-commensal
development, If General water Quality 5250 100%(S250) 0% (SO)
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 5400 60-.(S240) 40%(S160)
written DWQ concurrence is needed
because of concems related to wdter
quality or aquatic life:
nn?

III(D). If General Water Quality
i
Cer5fication No. 3301 (see attached) 5400 ?j 60°'e (5240) 40%($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 601,16 (5285) 40%(S190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: Bridge No. 18 on SR 1333 (Crow Hill Rd.) at the
crossing of N. Leopard Creek, approximately 2 miles south of US Highway 70 in the
community of Otway, in Carteret County
Photo Index - 2000:photo 52-624 T-3, 1995: photo 52-606 S-15
State Plane Coordinates: x: 2732500 y:377000 G PS: Rover File # L061220A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/7/2002
Was Agent Present - No
5. PROCESSING PROCEDURE: Application Received as Complete - 6/10/2002
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Rural and Conservation
(B) AEC(s) Involved: PTA, EW, CW and CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge, Roadway and Guardrail
Planned -Additional Guardrail, Sheet Pile Bulkhead and
Rip Rap
(G) Estimated Annual Rate of Erosion: N/A Source: N/A
7. HABITAT DESCRIPTION: [AREA]
-Excavated -Filled _pther
(A) Coastal Wetlands - Spartina patens, 250 sq. ft.
Distichlis s icata Spartina alterniflora
200 sq. ft.
(B) Public Trust Area - Shallow Bottom
(C) Other - High Ground in the Coastal 600 sq. ft.
Shoreline AEC
(D) Total CAMA AEC Disturbed: 1050 square feet (800 sq. ft. Previously disturbed)
(E) Total area disturbed by project: 1050 sq. ft., or 0.02 acres
(F) Primary Nursery Area: Yes
(G) Water Classification: SA, HQW
(H) Open for Shellfishing: Yes
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to expand the
approach and trailing road shoulders of the southbound lane of Carteret Bridge #18 on SR 1333 to
facilitate the installation of guardrail. The proposal would close the Leopard Creek Community
Boat Ramp by removing a portion of the existing ramp and filling the remainder of the ra mp with
rip rap.
FIELD INVESTIGATION REPORT
NC DOT - Bridge 18, Carteret County
PAGE 2
9. PROJECT DESCRIPTION:
The site of this proposal is Bridge #18 on SR 1333 (Crow Hill Rd.), at the crossing of North
Leopard Creek (a tributary of Wards Creek), approximately 2 miles south of U.S. Highway 70 in
the community of Otway, in Carteret County. The general purpose of the project is to expand and
reinforce the approach and trailing road shoulders of the south bound lane of SR 1333 to provide
adequate area for the installation of guardrails.
The bridged crossing at North Leopard Creek is flanked with coastal wetlands, pine wetlands and
residential lawns. This area is primarily residential. The bridge, replaced in February 2002 under
CAMA General Permit #28197, crosses a 40-foot wide estuarine tidal creek and was issued
contingent upon and with assurances by the NCDOT no impacts would occur to the Leopard
Creek Community Boat Ramp. The new bridge encroached approximately 5 feet towards the
existing ramp, which the application cover letter submitted by NCDOT states, is now a "safety
hazard". NCDOT began removing the boat ramp to facilitate the installation of guardrail, but was
stopped pending the ability to receive a CAMA permit to remove it. A 40-foot wide canal parallel
to SR 1333 joins Leopard Creek 20 feet west of the bridge from the south shoreline. In the canal
upstream of the ramp there are approximately 12 docks maintained by various individuals. A 12-
foot wide concrete boat ramp with concrete wing walls extends into N. Leopard Creek between
the bridge and the canal. An existing boat ramp was permitted for expansion under a 1978
renewal/modification of CAMA Major Permit #185-74 for the widening of the canal after DCM
received a "NO OBJECTION" from C.R. Edgerton, PE, with the NCDOT. This ramp was
consequently expanded by the community and has been in continual use since. The coastal wetland
area consists of Spartina alterniflora Juncus roemerianus, Spartina patens, Distichlis spicata, and
Salicornia spp.. The pine wetland area including a spoil pile west of the canal consists primarily of
Pond Pine, Red Cedar and Myrtle. The adjacent uplands are vegetated primarily with various
pines, oaks and grasses. Soils on this property are classified as Hobucken Muck by the NC Soil
Conservation Service. Approximate elevations on the parcel range between minus 2 feet and 4.5
feet above NWL. No evidence of shellfish or SAV beds in the project area was noted. The waters
of North Leopard Creek are classified as SA, HQW at the project site by the North Carolina
Division of Water Quality. North Leopard Creek 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 Rural, with all CAMA Areas of Environmental Concern designated as
Conservation.
The proposal is to remove a 5-foot wide section of concrete from the existing Leopard Creek
Community Boat Ramp parallel to SR 1333 and install a 40 -foot long sheet pile bulkhead
approximately 10 feet from the edge of the existing pavement, Rip rap reinforcement would be
installed waterward of the bulkhead at an approximate 1.5:1 slope to fill the remainder of the boat
ramp. Backfill behind the sheet pile would provide adequate shoulder for 75 feet of guardrail on
the trailing side of the newly installed bridge southbound lane. The applicant also proposes to
reinforce a 50-foot long by 5-foot wide section of road shoulder on the approach side of the bridge
south bound lane with rip rap and backfill to provide adequate shoulder for guard rai I installation.
FIELD INVESTIGATION REPORT
NC DOT - Bridge 18, Carteret County
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, the construction of the bulkhead shoulder, reinforced with rip rap, would result in
the permanent closing of the North Leopard Creek Community Boat Ramp, eliminating the public
use and access as well as potentially adversely affecting those individuals docking along the canal.
The proposal would result in the tilling approximately 200 square feet of shallow estuarine bottom
and disturbing of approximately 600 square feet of Coastal Shoreline AEC (both areas were
previously filled by the existing boat ramp). Reinforcement of 50 feet of the approach road
shoulder on the southbound lane would result in the filling of approximately 250 square feet of
Coastal wetlands.
NC DOT has reduced the Estuarine Water AEC and Coastal Shoreline AEC fill impacts
associated with this proposed road shoulder expansion by installing the bulkhead above NHW and
installing the rip rap at a 1.5:1 slope. There is probability of turbidity expected during the
construction of the bulkhead and shoulder expansion. Standard NC DOT BMP's are proposed to
minimize these impacts. The primary use of SR 1333 is for ingress and egress of local residents.
The proposed shoulder expansion, reinforcement and installation of guardrails are intended to
improve safety of traffic movement and comply with state safety standards for secondary roads.
The collective disturbance area for the project is 0.02 acres.
Bill Arrington
July 1, 2002
Morehead City
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Otway
1. APPLICANT
c. Street address or secondary road number
SR 1333
a. Landowner:
Name N. C. Department of Transportation
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name. Jay 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) Bridge 918Carteret Co.
NOTE: Permit will be issued in name of landowner(s), and or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) North Leffers Creek
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.
Drive sheet Diles at boat ramD for ward rail
installation and backfill with rip rap. Place rip rap for
shore line and sheet pile protection on existing boat
ramp. Finish installing guardrail on bridge.
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 Bridge to
improve the safety of traffic movement and to
comply with State safety standards for secondary
road bridge crossings.
METHODS OF CONSTRUCTION: Standard roadway
and bridge construction methods; DAILY
OPERATIONS: Conveyance of vehicular traffic
(Bridge is currently closed to non local 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
Hobucken Muck
e. Vegetation on tract Juncus roemeranus, Distichlis
spicata, Spartina alterniflora Spartina patens
f. Man-made features now on tract Existiniz concrete
bridge, asphalt road, and concrete boat ramp.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation
Developed
X Rural
n. Describe location and type of discharges to wa
the state. (For example, surface runoff, s;
wastewater, industrial/commercial effluent,
down" and residential discharges.) Surface Ru
o. Describe existing drinking water supply source
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application fort
following items must be submitted:
• A copy of the deed (with state application o
other instrument under which the applicant claii
to the affected properties. If the applicant
claiming to be the owner of said property, then f
a copy of the deed or other instrument under wh
owner claims title, plus written permission fn
owner to carry out the project.
Transitional • An accurate, dated work plat (including pla
Community and cross-sectional drawings) drawn to scale ii
Other Undeveloped ink on an 8 1/2" by 11" white paper. (Refer to 1
Resources Commission Rule 7J.0203 for a c
description.)
11. HoNv is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(.4ttach zoning compliance certificate, if applicable)
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
Register listed or eligible property?
Yes X No
Are there wetlands on the site'? X Yes - No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? No
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
Please note that original drawings are prefers
only high quality copies will be accepted. B
prints or other larger plats are acceptable onl
adequate number of quality copies are provi
applicant. (Contact the U.S. Army Corps of En
regarding that agency's use of larger drawings.)
or location map is a part of plat requirement,,
must be sufficiently detailed to guide agency pc
unfamiliar with the area to
the site. Include highway or secondary roa
numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary
•A list of the names and complete addresses
adjacent waterfront (riparian) landowne
signed return receipts as proof that such
have received a copy of the application and l
certified mail. Such landowners must be advi
they have 30 days in which to submit comment
proposed project to the Division of
Form DCM-MP-1
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name John Thomas Wells
Address 1746 River Drive
Morehead City, NC 28557
Name Myra E. Lawrence
Address 231 Crow Hill Road
Beaufort, NC 28516
Name Ricky Gillikin
Address 168 Crow Hill Road
Beaufort, N.C. 28516
Name Gerald etux Sullivan
Address 4901 Old Elizabeth Road
Raleiph, NC 27616
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development 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 26th day of April , 2002
Print Name Jay .Johnson
Signature U??
Lai tiv or 1'ahori_ed Agent
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
- 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.
u P. icP,i n im;
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.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
Ramp
Rock
groin
Rock
breakwater
Other -
Guardrail
(Excluding
shoreline
stabilization)
N/A I N/A
1. EXCAVATION
a. Amount of material to be excavated from
MHW orNWL in cubic yards 0
b. Type of material to be excavated N/A
c. Does the area to be excavated include
wetlands (marsh), submerged aquatic veg
(SAVs) or other wetlands? Yes X l
d. High ground excavation in cubic yards 0
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area NCDOT Mainti
upland disposal site
b. Dimensions of disposal area Approx. 2 A
c. Do you claim title to disposal area?
X -Yes No
If no, attach a letter granting permission fry
owner.
d. Will a disposal area be available for
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
X Bulkhead X -Riprap
b
Length 44'
c. Average distance waterward of MHW orNWL
C,
(1) Amount of material to be placed in the water
5'x 50'=250 sg ft.
(2) Dimensions of fill area Refer to plat (5' x
50')
(3) Purpose of fill Backfill sheetpile to
support installation of guardrail
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area 5' max X 50'
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information) Field survey
f. Type of bulkhead or riprap material Sheet pile &
class 2 granite
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 29 (15'xl3x4)
(2) Bulkhead backfill N/A
11. Type of fill material class 2 granite
i. Source of fill material Fountain Quarry
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(2) Purpose of fill To stabilize slope at
approach to bridge on northeast side of
bridge.
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Sediment curtain and silt
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Standard road and bridge 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 Bridge 18 SR 1333 Carteret
Applicant or P ' N
`v 0
Signature
Rrviced 03/95
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-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
If yes, date submitted
i. Describe proposed method of sewage disposal.
a. Type and number of buildings, facilities, units or
structures proposed 550' guardrail
b. Number of lots or parcels N/A
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. 10' wide by 50' long
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
Ifyes, date submitted
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
g. 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
It. 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
j. Have the facilities described in Item i. above re
state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discha
waters of the state (for example, surface
sanitary wastewater, industrial/commercial el
"wash down" and residential discharges).
Surface runoff from roadway
1. Describe proposed drinking water supply sour(
well, community, public system, etc.)
N/A
m. Will water be impounded? Yes X N
If yes, how many acres?
n. If the project is a oceanfront development, wh
the lot(s) platted and recorded? N/A
NCDOT Bridge 1S SR 1333 Carteret
Applicant or Proj 'ame
Signature
1-61-
?/3X);;;L' -
Date
Revised 03/95
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Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
Otway
c. Street address or secondary road number
SR 1333
a. Landowner:
Name N. C. Department of Transportation
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name. Jay 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) Bridge #18Carteret Co.
NOTE: Permit will be issued in mmie of landowner(s). and'or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) North Leffers Creek
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.
Drive sheet Diles at boat ramD for guard rail
installation and backfill with rip rap. Place rip rap for
shore line and sheet pile protection on existing boat
ramp. Finish installing guardrail on bridge.
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 Bridge to
improve the safety of traffic movement and to
comply with State safety standards for secondary
road bridge crossings.
METHODS OF CONSTRUCTION: Standard roadwaY
and bridge construction methods; DAILY
OPERATIONS: Conveyance of vehicular traffic
(Bridge is currently closed to non local traffic)
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
CHARACTERISTICS wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface Runoff
a. Size of entire tract N/A
o. Describe existing drinking water supply source.
b. Size of individual lot(s) N/A N/A
c. Approximate elevation of tract above MHW or NWL
A C1
d. Soil type(s) and texture(s) of tract
Hobucken Muck
e. Vegetation on tract Juncus roemeranus, Distichlis
spicata, Spartina alterniflora Spartina patens
f. Man-made features now on tract Existing concrete
bridge , asphalt road, and concrete boat ramp.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
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.
Conservation Transitional
Developed Community
X Rural --Other Undeveloped
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
(Attach _oning compliance certificate, ifapplicable)
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
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? No
(Anach documentation, ifavailable)
in. Describe existing wastewater treatment facilities.
N/A
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" 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
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
Form DCM-MP-1
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name John Thomas Wells
Address 1746 River Drive
Morehead City, NC 28557
Name Myra E. Lawrence
Address 231 Crow Hill Road
Beaufort, NC 28516
Name Ricky Gillikin
Address 168 Crow Hill Road
Beaufort, N.C. 28516
Name Gerald etux Sullivan
Address 4901 Old Elizabeth Road
Raleieh, NC 27616
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N
0 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 development 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 26th day of April 2002
Print Name Jay Johnson
Signature
Lai Zvq?1714iethori:ed Agent
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
_ 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.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
a. Location of disposal area NCDOT Maintenance
upland disposal site
Boat
basin
Boat
Ramp
Rock
groin

J
I. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 0
b. Type of material to be excavated N/A
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 0
2. DISPOSAL OF EXCAVATED
MATERIAL
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.
Rock
breakwater
Other -
Guardrail
(Excluding
shoreline
stabilization)
550'
N/A N/A
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
X Bulkhead X -Riprap b
b. Length 44'
c. Average distance waterward of MHW or NWL
C1
d. Maximum distance waterward of MHW or NWL
? n+
(2) Purpose of fill To stabilize slope at
approach to bridge on northeast side of
bridge.
e. Shoreline erosion during preceding 12 months
0
(Source of information) Field su
f. Type of bulkhead or riprap material Sheet pile &
class 2 granite
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 29 (15'x 13x4)
(2) Bulkhead backfill N/A
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Sediment curtain and silt
fence
11. Type of fill material class 2 granite
i. Source of fill material Fountain Quarry
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Standard road and bridge 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.
Amount of material to be placed in the water
5'x 50'=250 so ft.
(2) Dimensions of fill area Refer to plat (5' x
50')
(3) Purpose of fill Backfill sheetpile to
support installation of guardrail
Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area 5' max X 50'
NCDOT Bridge 18 SR 1333 Carteret
Applicant or P ject Name
S ?
Signature
Revked 03/95
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-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
If yes, date submitted
i. Describe proposed method of sewage disposal.
a. Type and number of buildings, facilities, units or
structures proposed 550' guardrail
b. Number of lots or parcels N/A
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. 10' wide by 50' long
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.
g. 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
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
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 roadway
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 Bridle 18 SR 1333 Carteret
Applicant or Proje 'ame
Signature
Date
Revised 03/95
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