19941155 Ver 1_Complete File_19941216

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 6, 1995
Mr. Barney O'Quinn
Planning and Environmental Branch
NC DOT
P.O. Box 25201
Raleigh, N.C. 27611
Dear Mr. O'Quinn:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bridge replacement, Cullie Creek, SR 1316
Project # 941155, COE # 199501259
Carteret County
FILE COP P
Attached hereto is a copy of Certification No. 2982 issued to N.C. Department of
Transportation dated 6 March 1995.
If we can be of further assistance, do not hesitate to contact us.
Attachments
2982.wgc
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rd, E.
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Mr. John Parker, Division of Coastal Management
Central Files
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P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA
Carteret County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500 to N.C. Department of
Transportation resulting in 0.17 acres of wetland impact in Carteret County pursuant to an application
filed on the 16th day of December of 1994 to replace the bridge (#38) on SR 1316 over Cullie Creek.
The Application provides adequate assurance that the discharge of fill material into the waters
of Ollie Creek in conjunction with the proposed development in Carteret County will not result in a
violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will not violate Sections 301, 302, 303, 306, 307 of PL 92-
500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set
forth.
Condition(s) of Certification:
That the activity be conducted in such a manner as to prevent significant
increase in turbidity outside the area of construction or construction
related discharge (50 NTUs in streams and rivers not designated as trout
waters by DEM; 25 NTUs in all saltwater classes, and all lakes and
reservoirs; 10 NTUs in trout waters).
Violations of any condition herein set forth shall result in revocation of this Certification. This
Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon
expiration of the 404 or LAMA permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within thirty (30) days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and
filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless
such demands are made, this Certification shall be final and binding.
This the 6th day of March, 1995.
DIVISION OF ENVIRONMENTAL MANAGEMENT
WQC# 2982
9, . P.E.
4 1
USTATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION R. SAMUEL HUNT (II
JAMES B. HUNT, JP, DIVISION OF HIGHWAYS $ECREfARY
QQVE1WOR RO. BOX 25201, RALEIGH, N.C. 27611-5201
PLANNING & ENVIRONMENTAL BRANCH
FAX COVER SHEET
Date t OIL 4
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Number You Are Calling:
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Please deliver the following pages to:
Name : _714 k VyA
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Department and/or Firm: p - - -
Address or Room Number:
This telecopy is being sent by:
Name: Obly? Lt?. ?r -
Phone Number:
Remarks:
IF YOU DO NOT RECEIVE ALT, PAGES CLEARLY, CALL [phone] AS
SOON AS POSSIBLE.
Number of Pages (Including Cover Sheet)
pLANNING be ENVIRONMENTAL BRANCH FAX NUMBER - [phone]
9
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STATE OF NORTH CAROLINA
DEPARTMENT OF TKANSPORTATION
JAMES B_ HUNT. JR DIVISION OF HIGHWAYS R. SAMUEL HUNT II
ciovakNOR PCB. 110)(25201, KAIAIGI°I. N.C• 27611-5201 SECRETARY
February 24, 1995
N.C repart ment of Environment,
Health and Natural Resources
Division of Environmental Management
P.Q. Box 29535
Raleigh, N.C. 276260535
SUBJECT: Carteret County, Replacement of Bridge No. 86 on
5R 1316 over Cullie Creek. (COE -Action 11).
199501259 and DEM Project No. 941155.)
Dear Mr. Dorney:
Reference your letter dated February 6, 1995, requesting
that the N.C. Department of Transportation respond to
concerns specified in that letter that could result in denial
of the requested 401 Certification.
We have confirmed with David Taylor, N strict Manager of
the Morehead City Field Office of the N.C. Division of Marine
Fisheries, that cullie creek dopy not serve as habitat for
any population of anadrolnous fish, therefore removal of that
use is not an issue.
Because there are no impacts to anadromous fish and
minimal impacts to wetlands and waters, we do not intend to
replace the existing bridge with a bridge. The comparative
cost of a bridge to the proposed culverts is estimated at
$75,000 versus $28,000, respectively. Furthermore, long--term
maintenance costs for culverts are minimal while bridges cost
approximately $2000 a year to maintain. The existing bridge
is located in a curve, thus the wider road section over the
pipes will allow a wider shoulder, thus improving the safety
for the public. The crossing itself cannot be eliminated,
thus there are no practicable alternatives to this project as
proposed.
We hope that this letter will address the concerns
raised and allow permitting of this project to move forward.
Eod t?S# : ON -131 : U I c?O . c Eini . -8c-?3dd
.0 . 4
Please contact Robin Little at [phone] if yvu have any
further questions.
Sincerely,
B. O' inn, 1
Assi nt B nch Manager
Planning and Environmental Branch
rc: Mr. Jim Oregson, DEM-Wilmington Regional Office
Mr. Scott McLendon, COE-Wilmington Field office
Mr. Johrf Parker, DCM
Eod ??lSkt : nN 1A1 : Q I 80 : c T Eini
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 6, 1995
Mr. Barney O'Quinn
Planning and Environmental Branch
NC DOT
P.O. Box 25201
Raleigh, N.C. 27611
Project # 941155
Dear Mr. O'Quinn
o
IF Uu 1

The Division of Environmental Management, Water Quality Section has reviewed your plans
for the discharge of fill material into 0.17 acres of waters and/or wetlands located at Bridge # 38,
Cullie Creek in Carteret County for bridge replacement with culverts. Based on this review, we have
identified significant uses which would be removed by this project. These uses are use of the stream
by anadromous fish. Furthermore, insufficient evidence is present in our files to conclude that your
project must be built as planned in waters and/or wetlands. Therefore, we are moving toward denial
of your 401 Certification as required by 15A NCAC 2B.0109. Until we receive additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers and/or
the N.C. Division of Coastal Management place your project on administrative rkld.
Please provide us with information supporting your position that your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters
and/or wetlands. Specifically can you construct your stream crossing with a bridge? Any
documentation such as maps and narrative that you can supply to address alternative designs for your
project may be helpful in our review of your 401 Certification. Please respond within two weeks of
the date of this letter by sending a copy of this information to me and one cop), to our Mr. Jim
Gregson at the Wilmington Regional Office at 127 Cardinal Drive Extension, Wilmington, N.C.
28405-3845.
Sincerely,
J in R. Domey
ater Quality Certifi anon Program
??jW
941155.nty
cc: Wilmington DEM Regional Office
Wilmington Office Corps of Engineers
Central Files
Jolui Parker; DCM
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmativo Action Employer 5096 recycled/ 1 096 post-consumor pap©r

To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON
WQ SUPERVISOR: ADKINSt .
DATE: January 26, 1995
1?-SS
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 94 PERMIT NO.: 941155 COUNTY: Carteret
PROJECT NAME: North Carolina Dept. of Transportation
PROJECT TYPE: Bridge PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: December 16, 1994
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030410
*STREAM OR ADJACENT WATER BODY: Cullie Creek
CLASS: SA NSW STREAM INDEX #: 27-128-6-1
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: SM
WL REQUESTED: 0.17 WL ACR EST: No
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: Deny
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to replace the existing bridge over a tributary of
Cullie Creek with three corrugated steel pipe arch culverts.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: Individual 'pF
F FF? c?LF
SEWAGE DISPOSAL ?Po ?j O
TYPE OF DISPOSAL PROPOSED: N/A o9?c?? I9?
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A cFti??
s
WATER/WETLAND FILL
AREA OF FILL - WATER: 2,280 sq. ft. WETLAND: 7,453 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? Yes
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
94115.Jan
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: Conversations with
DMF indicate that this portion of the creek is a primary nursery area. It is recommended that
the applicant consider replacement of the existing bridge with a similar structure. This Office
has concerns over the use of culvert pipes in place of bridges especially in tidal creeks. In terms
of aquatic life movement, tidal flushing and filling primary nursery area bottom habitat a
proposal such as this would only further degrade a system already impacted from past road
construction.
This Office has no objection to the widening of the existing bridge approaches provided that
strict erosion control measures are in place prior to filling.
cc: Central Files
Wilmington Regional Office Files
DCM-Ted Tyndall
John Parker
b ? ^/ //S"2-
DIVISION OF COASTAL /MAN AGEME
FIELD INVESTIGATION REPORT 8 1c".t1
1. APPLICANT'S NAME: North Carolina Department of Transportation t"
2. LOCATION OF PROJECT SITE: Carteret County, SR 1316 south of Merrimon, Cullie Creek
Photo Index - 1990: 3 205 8, P-10,11,12 1984: Not Available
State Plane Coordinates - X: 2708700 Y: 435100 Merrimon Quad LR
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 27, 1994 and August 26, 1994
Was Applicant Present - 4/27/94 YES; 8/26/94 NO
5. PROCESSING PROCEDURE: Application Received - August 19, 1994
Complete - November 16, 1994
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES, CW
(C) Water Dependent: YES
(D) Intended Use: Public Transportation
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
Planned - Culverts
(G) Estimated Annual Rate of Erosion: 0
Source - DCM files
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Juncus roemerianus, Spartina 253 ft2 7,453 ft2
cynosuroides, and T,ypha sp.
(B) Non-Vegetated Wetlands
Open water 2,280 ft2 2,280 ft2
(C) Other
High Ground 1,457 ft2 15,000 ft2
(D) Total Area Disturbed: 24,733 ft2
(E) Primary Nursery Area: NO
(F) Water Classification: SA/NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to replace an existing bridge with three 117" X 79"
corrugated steel pipe arch culverts approximately 60' in length and upgrade and pave SR 1316.
FIELD INVESTIGATION REPORT:
North Carolina Department of Transportation/Carteret County
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The project is located on SR 1316 near Merrimon on a tributary of Cullie Creek
in Carteret County. Cullie Creek is a tributary to Adam's Creek. A 40'-long existing
wooden bridge currently spans the tributary. Vertical clearance under the bridge is
only 18" to 24". The tributary flows in a northerly direction and reaches Cullie Creek
approximately 275' downstream from the bridge. Approximately 500' to 600' west of
the bridge location, Cullie Creek turns and parallels the existing roadway. For
approximately 100', the creek approaches within 15' to 18' of the roadside ditch. An
extensive brackish marsh system vegetated with black needlerush Juncus roemerianus)
dominates the area. Patches of giant cordgrass S artina cynosuroides) can be found
scattered throughout the marsh. The roadside ditches are vegetated with salt meadow
grass (S. patens , bulrush Sci us sp.), and cattail (Tynha sp.). Neither this tributary
of Cullie Creek nor Cullie Creek itself are designated as a Primary Nursery Area.
Both creeks are Class SA NSW waters. The area is not open to shellfishing.
Project Description
The applicant proposes to replace an existing bridge with three 117" by 79"
corrugated steel pipe arch culverts approximately 60' in length, and to upgrade and
pave SR 1316. The project includes "preping" an area 70' X 57' (the site of the
existing bridge) for installation of the three culverts. The "preping" process involves
excavating the area to a depth of -7' below MHW, installing the three culverts,
constructing the inlet headwalls, and backfilling the area with sand and stone.
Approximately 600 yds3 of fill is proposed to be placed below the mean high water
line. In addition, the applicant proposes to upgrade and pave the road, providing two
10' lanes with 6'-wide shoulders.
Anticipated Impacts
The project as proposed would involve the following AECs: Coastal Wetlands,
Estuarine Waters, Public Trust Areas, and the Estuarine Shoreline. Excavation and
filling activities within the 70' X 57' area where the culverts are to be placed, directly
removes approximately 253 ft2 of Coastal Wetlands and approximately 2,280 fe of
aquatic habitat in creek bottom (Public Trust Area). Approximately 1,457 ft2 of high
ground (Estuarine Shoreline) would also be affected by the excavating and filling
activities. These excavation and filling activities would probably result in short-term
and localized turbidity within the Estuarine Waters of the tributary to Cullie Creek.
Also at the same time, the applicant proposes to upgrade and pave the road. This
FIELD INVESTIGATION REPORT
North Carolina Department of Transportation/Carteret County
PAGE # 3
activity would destroy another 7,200 ft2 of Coastal Wetlands as a result of the
placement of fill for the 6'-wide road shoulders. In addition, approximately 15,000 ft2
of high ground (existing dirt road) would be graded and paved. These filling activities
approach within 15' of the Estuarine Waters of Cullie Creek and therefore increase the
potential for short-term, localized turbidity as well as for long-term increased runoff
into Cullie Creek. The applicant proposes to implement Best Management Practices to
minimize any adverse effects which may be caused by project-related sedimentation.
Specifically, the applicant proposes to install a silt fence at the top of the back slope of
the proposed roadway ditch from the bridge location to a point where the edge of the
creek is more than 75' from the excavation and filling activities.
Prepared by M. Ted Tyndall - Morehead City Office - 13 December 1994
Please type or print. Carefully describe
all anticipated development activities,
including construction, excavation,
filling, paving, land clearing, and storm-
water control. If the requested information
is not relevant to your project, write
N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPL 2 CAN T
a. Name NC Dept. of Transportation
ATTN: Mr. B. J. O'Quinn
Address P. 0. Box 25201
City _Raleigh State NC
Zip 27611 Day Phone [phone]
X Landowner or Authorized agent
b. Project name (if any) Bridge No. 86,
Carteret County
C. If the applicant is not the landowner,
also give the owner's name and address.
Z LO CAT SON OF
PROPOSED PRO J'E CT
a. Street address or secondary road number
SR 1316
b. City, town, community, or landmark
Merrimon
c. County Carteret
d. Is proposed work within city limits or
planning jurisdiction? No
e. Name of body of water nearest project
Cullie Creek
3 DE S CR S PT S ON AND
PLANNED USE OF
PROPOSED PROJECT
a. Describe all development activities you
propose (for example, building a home,
motel, marina, bulkhead, or pier). Replace
_existing bridge with 3-117"x79" CM pipe-
arch approximately 60' long and upgrade
and pave SR 1316.
3/91
If you plan to build a marina, also
complete and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
C. Will the project be for community, private
or commercial use?
Public Transportation
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CI-3??RACTER=ST2CS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Estimated 5' from USGS Quad Map. Plats are
drawn from assumed datum.
d. Soil type(s) and texture(s) of tract
Sand and muck
e. Vegetation on tract Coastal wetland
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan
classification of the site (Consult the
local land use plan.)
_ Conservation _ Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Not zoned
i. How are adjacent waters classified?
SA NSW
j. Has a professional archaeological survey
been carried ? 7 No If so,
by whom. {f?l t?
LE??7F?lJ U !?L
S UPLAND DEVELOPMENT
Complete this section if the project includes
and land development.
a. Type and number of building, facilities,
or structures proposed
N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential
units and the units per acre.) N/A
m. Water supply source N/A
n. If the project is oceanfront development,
describe the steps that will be taken to
maintain established public beach access-
ways or provide new access.
N/A
d. Size of area to be graded or disturbed
N/A
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? N/A
f. Give the percentage of the tract within 75
feet of mean high water to be covered by
impermeable surfaces, such as pavement,
buildings, rooftops.
N/A
g. List the materials, such as mari, paver
stone, asphalt, or concrete, to be used
for paved surfaces.
N/A
o. If the project is on the oceanfront, what
will be the elevation above mean sea level
of the first habitable floor? N/A
6 EXC_AVAT 2ON AND F 2LL
2NF0J2MAT=ON
a. Describe below the purpose of proposed
excavation or fill activities (excluding
bulkheads, which are covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier, SITE
boat ramp, PREP
rock jetty)
Lenath Width Depth

+70'
+57' Average
4'
+600' +12'
+600 +25'
h. If applicable, has a stormwater management Fill placed in
plan been submitted to the Division of wetland or below
Environmental Management? N/A MHW
i. Describe proposed sewage disposal and/or Upland fill
waste water treatment facilities. areas
N/A
j. Have these facilities received state or
local approval? N/A
b. Amount of material to be excavated from below
water level in cubic yards +/-600 cubic yards
c. Type of material Sand and muck
k. Describe existing treatment facilities. d.
N/A
1. Describe location and type of discharges to e.
waters of the state (for example, surface
runoff, sanitary wastewater, industrial/
commercial effluent, "wash down"). N/A
Does the area to be excavated include
marshland, swamps, or other wetlands?
Yes
High ground excavat on
, in cubic yards
N/A fi`I )
f. Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area Upland
site located above wetlands
h. Do you claim title to the disposal area?
N/A If no, attach a
letter granting permission from the owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marsh-
land, swamps, or water areas?
No
k. Will the fill material be placed below mean
high water? Yes
1. Amount of fill in cubic yards +/-160 cu yds
below OHW, total = 1310 cu yds
m. Type of fill material Sand and stone
n. Source of fill material Local borrow pit
above wetlands
o. Will fill material be placed on marsh or
other wetlands? yes
p. Dimensions of the wetland to be filled
+/- 600' x +/- 12'
q. How will excavated or fill material be kept
on site and erosion controlled?
NCDOT standard erosion control methods
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? backhoe, dumptruck, and
other normal roadway construction equipment
s. Will wetlands be crossed in transporting
equipment to project site? No If yes,
explain steps that will be taken to
lessen environmental impacts.
Equipment will be transported to site via
existing DOT roads.
c. Shoreline erosion during preceding 12 months,
in feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed
below mean high water N/A
f. Type of fill material N/A
$ ADD 2 T =ON AT. =NFORMAT 2ON
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 property. If the
applicant is not claiming to be the owner of
said property, then forward a copy of the deed
or'pther instrument under which the owner claims
title, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in
black ink on an 8 1/2 x 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 18 high 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
county road (SR) numbers, landmarks, and the
like.
A stormwater management plan, if applicable,
that may have been developed in consultation
with the Division of Environmental Management.
7 S HOREL 2NE
S TAB SI.= 2.AT = ON J A list of the names and complete addresses of
The adjacent waterfront (riparian) landowners.
a. Length of bulkhead or riprap "' These individuals have 30 days in which to submi-
co=ents on the proposed project to the Division
b. Average distance waterward of mean high of Coastal Management and should be advised by
water or normal water level the applicant of that opportunity. .
Name Canal Land Lmt.
Address P. O. Box 830
Conway, SC 29526
the
Name H. D. Carraway Jr. Any permit issued in response to this application
Address Route 3, Box 768 will allow only the development described in the
Beaufort, NC 28516 application.' The project will be subject to
conditions and restrictions contained in the
permit.
Name Edward B. Tapscott
Address P. 0. Box 32
Beaufort. NC 28516
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 $250 made payable to the
Department of Environment, Health and Natural
Resources to cover the costs of processing
the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement on the use of public funds. If
project involves the expenditure of public
funds, attach a statement documenting
compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to
9 CERT =F = CST ION AND
PERM= S S 2(DN TO
ENTER ON T.AND
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 further certify that I am authorized to grant,
and do in fact, grant permission to represent-
atives 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
project.
This is the " day of _A oa a-s r, 19
X ,
Landow tv uthori d Agent
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REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
January 13, 1995
Regulatory Branch
Action ID No. 199501259
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek.Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
RF?F??FD
F?tINI 919
9S
e?N?H C?E??S
Enclosed is the application of the North Carolina Department of
Transportation, Division of Highways, for Department of the Army authorization
and a State Water Quality Certification to discharge fill material in the
waters/wetlands of Cullie Creek, associated with replacement of Bridge No. 86
on S.R. 1316, south of Merrimon, Carteret County, North Carolina. Your
receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by March 10, 1995, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Scott McLendon, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
Q
e Wrigh
ie Regulatory Branch V6
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker Mr. Charles Jones
Division of Coastal Management Morehead City Regional Office
North Carolina Department of North Carolina Division
Environment, Health and of Coastal Management
Natural Resources Post Office Box 769
Post Office Box 27687 Morehead City, North Carolina 28557
Raleigh, North Carolina 27611-7687
Printed on G Recycled Paper
DIVISION OF COASTAL MANAGEMENT ' .
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: Carteret County, SR 1316 south of Merrimon, Cullie Creek
Photo Index - 1990: 3 205 8, P-10,11,12 1984: Not Available
State Plane Coordinates - X: 2708700 Y: 435100 Merrimon Quad LR
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 27, 1994 and August 26, 1994
Was Applicant Present - 4/27/94 YES; 8/26/94 NO
5. PROCESSING PROCEDURE: Application Received - August 19, 1994
Complete - November 16, 1994
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES, CW
(C) Water Dependent: YES
(D) Intended Use: Public Transportation
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
Planned - Culverts
(G) Estimated Annual Rate of Erosion: 0
Source - DCM files
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Juncus roemerianus, SSpartina 253 ft2 7,453 ft2
cynosuroides. and Typha sp.
(B) Non-Vegetated Wetlands
Open water 2,280 ft' 2,280 ft2
(C) Other
High Ground 1,457 ft2 15,000 ft2
(D) Total Area Disturbed: 24,733 ft2
(E) Primary Nursery Area: NO
(F) Water Classification: SA/NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to replace an existing bridge with three 117" X 79"
corrugated steel pipe arch culverts approximately 60' in length and upgrade and pave SR 1316.

FIELD INVESTIGATION REPORT:
North Carolina Department of Transportation/Carteret County
PAGE #2
---------------------------
9. NARRATIVE DESCRIPTION:
Project Setting
The project is located on SR 1316 near Merrimon on a tributary of Cullie Creek
in Carteret County. Cullie Creek is a tributary to Adam's Creek. A 40'-long existing
wooden bridge-currently spans the tributary. Vertical clearance under the bridge is
only 18" to 24". The tributary flows in a northerly direction and reaches Cullie Creek
approximately 275' downstream from the bridge. Approximately 500' to 600' west of
the bridge location, Cullie Creek turns and parallels the existing roadway. For
approximately 100', the creek approaches within 15' to 18' of the roadside ditch. An
extensive brackish marsh system vegetated with black needlerush Juncus roemerianus)
dominates the area. Patches of giant cordgrass S artina cynosuroides) can be found
scattered throughout the marsh. The roadside ditches are vegetated with salt meadow
grass (S. patens , bulrush Sci us sp.), and cattail T ha sp.). Neither this tributary
of Cullie Creek nor Cullie Creek itself are designated as a Primary Nursery Area.
Both creeks are Class SA NSW waters. The area is not open to shellfishing.
Project Description
The applicant proposes to replace an existing bridge with three 117" by 79"
corrugated steel pipe arch culverts approximately 60' in length, and to upgrade and
pave SR 1316. The project includes "preping" an area 70' X 57' (the site of the
existing bridge) for installation of the three culverts. The "preping" process involves
excavating the area to a depth of -7' below MHW, installing the three culverts,
constructing the inlet headwalls, and backfilling the area with sand and stone.
Approximately 600 ydss of fill is proposed to be placed below the mean high water
line. In addition, the applicant proposes to upgrade and pave the road, providing two
10' lanes with 6'-wide shoulders.
Anticipated Impacts
The project as proposed would involve the following AECs: Coastal Wetlands,
Estuarine Waters, Public Trust Areas, and the Estuarine Shoreline. Excavation and
filling activities within the 70' X 57' area where the culverts are to be placed, directly
removes approximately 253 ft2 of Coastal Wetlands and approximately 2,280 ft2 of
aquatic habitat in creek bottom (Public Trust Area). Approximately 1,457 ft2 of high
ground (Estuarine Shoreline) would also be affected by the excavating and filling
activities. These excavation and filling activities would probably result in short-term
and localized turbidity within the Estuarine Waters of the tributary to Cullie Creek.
Also at the same time, the applicant proposes to upgrade and pave the road. This
FIELD INVESTIGATION REPORT
North Carolina Department of Transportation/Carteret County
PAGE #3
activity would destroy another 7,200 ft2 of Coastal Wetlands as a result of the
placement of fill for the 6'-wide road shoulders. In addition, approximately 15,000 ft2
of high ground (existing dirt road) would be graded and paved. These filling activities
approach within 15' of the Estuarine Waters of Cullie Creek and therefore increase the
potential for short-term, localized turbidity as well as for long-term increased runoff
into Cullie Creep. The applicant proposes to implement Best Management Practices to
minimize any adverse effects which may be caused by project-related sedimentation.
Specifically, the applicant proposes to install a silt fence at the top of the back slope of
the proposed roadway ditch from the bridge location to a point where the edge of the
creek is more than 75' from the excavation and filling activities.
Prepared by M. Ted Tyndall - Morehead City Office - 13 December 1994
Please type or print. Carefully describe
all anticipated development activities,
including construction, excavation,
filling, paving, land clearing, and storm-
water control. If the requested information
is not relevant to your project, write
N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1. APPL =CAN T
a. Name NC Dept, of Transportation
ATTN: Mr. B. J. O'Quinn
Address P. O. Box 25201
City Raleigh State NC
Zip 27611 Day Phone [phone]
X Landowner or . Authorized agent
b. Project name (if any) Bridge No. 86,
Carteret County
C. If the applicant is not the landowner,
also give the owner's name and address.
Z LO CAT 20N OF
PROPOSED PROJECT
a. Street address or secondary road number
SR 1316
b. City, town, community, or landmark
Merrimon
c. County Carteret
If you plan to build a marina, also
complete and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private
or commercial use?
Public Transportation
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CF3ARACTER=ST ICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
t
C. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Estimated 5' from USGS Quad Map. Plats are
drawn from assumed datum.
d. Soil type(s) and texture(s) of tract
Sand and muck
e. Vegetation on tract Coastal wetland
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan
d. Is proposed work within city limits or Classification of the site (Consult the
planning jurisdiction? No local land use plan.)
e. Name of body of water nearest project
Cullie Creek
Conservation Transitional
Developed Community
X Rural other
3 DE S CR S PT S ON AND
PLANNED USE C F
PROPOSED PROJECT
a. Describe all development activities you
propose (for example, building a home,
motel, marina, bulkhead, or pier). Replace
existing bridge with 3-117"x79" CM pipe-
arch approximately 60' long and uvarade
and pave SR 1316.
3/91
h. How is the tract zoned by local government?
Not zoned
i. How are adjacent waters classified?
SA NSW
j. Has a professional archaeological survey
been carried- No If so
by whom? r, ? , i..- .,
AUG
S UPLAND DEVELOPMENT
Complete this section if the project includes
and land development.
a. Type and number of building, facilities,
or structures proposed
N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential
units and the units per acre.) N/A
m. Water supply source N/A
n. If the project is oceanfront development,
describe the steps that will be taken to
maintain established public beach access-
ways or provide new access.
N/A
d. Size of area to be graded, or disturbed
N/A
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? N/A
o. If the project is on the oceanfront, what
will be the elevation above mean sea level
of the first habitable floor? N/A
EXCAVAT = ON .AND FILL
=NFORMAT 2 ON
a. Describe below the purpose of proposed
excavation or fill activities (excluding
bulkheads, which are covered in Section 7).
f. Give the percentage of the tract within 75
feet of mean high water to be covered by
impermeable surfaces, such as pavement, Access channel
buildings, rooftops. (MLW) or (NWL)
N/A
Boat basin
g. List the materials, such as mari, paver
stone, asphalt, or concrete, to be used other (break-
for paved surfaces. water, pier, SITE
N/A boat ramp, PREP
rock jetty)
h. If applicable, has a stormwater management Fill placed in
plan been submitted to the Division of wetland or below
Environmental Management? N/A MHW
i. Describe proposed sewage disposal and/or Upland fill
waste water treatment facilities. areas
N/A
j. Have these facilities received state or
local approval? N/A
Length Width Depth

+70'
±57' Average
4'
+600' +12'
+600 +25'
b. Amount of material to be excavated from below
water level in cubic yards +/-600 cubic yards
c. Type of material Sand and muck
k. Describe existing treatment facilities. d.
N/A
1. Describe location and type of discharges to e.
waters of the state (for example, surface
runoff, sanitary wastewater, industrial/
cornercial effluent, "wash down"). N/A
Does the area to be excavated include
marshland, swamps, or other wetlands?
Yes
High ground excavat 6n,-?in cubic yards
N/A ` t 1
f: Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area Upland
site located above wetlands
h. Do you claim title to the disposal area?
N/A If no, attach a
letter granting permission from the owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marsh-
land, swamps, or water areas?
No
k. Will the fill material be placed below mean
high water?. Yes
1. Amount of fill in cubic yards ±/-160 cu yds
below OHW, total = 1310 cu yds
m. Type of fill material Sand and stone
n. Source of fill material Local borrow pit
above wetlands
o. Will fill material be placed on marsh or
other wetlands? yes
p. Dimensions of the wetland to be filled
+/- 600' x +/- 12'
q. How will excavated or fill material be kept
on site and erosion controlled?
NCDOT standard erosion control methods
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? backhoe, dumptruck, and
other normal roadway construction equipment
s. Will wetlands be crossed in transporting
equipment to project site? No If yes,
explain steps that will be taken to
lessen environmental impacts.
Equipment will be transported to site via
existing DOT roads.
7 SFiORE?L=NE
STAB=L=ZZ-?.TSON J
a. Length of bulkhead or riprap - "' -`
b. Averace distance water.:ard of mean high
water or normal water level
c. Shoreline erosion during preceding 12 months,
in feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed
below mean high water N/A
f. Type of fill material N/A
8 ADD=T=OrTAT. =NFORMAT2ON
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 property. If the
applicant is not claiming to be the owner of
said property, then forward a copy of the deed
or'pther instrument under which the owner claims
title, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in
black ink on an 8 1/2 x 11 white paper. (Refer
to Coastal Resources Commission Rule 73.0203
for a detailed description).
please note that original drawings are preferrec
and only high quality copies will be accepted.
Blue-line prints or other larger plats are
acceptable only if 18 high 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
county road (SR) numbers, landmarks, and the
like.
A stormwater management plan, if applicable,
that may have been developed in consultation
with the Division of Environmental Management.
A list of the names and camplete addresses of
The adjacent waterfront (riparian) landowners.
These individuals have 30 days in which to submi-
co.=ents on the proposed project to the Divisicr:
of Coastal Manacement and should be advised by
the applicant of that opp,crturity. .
Name Canal Land Lmt. _
Address P. 0. Box 830 9
Conway, SC 29526
CERT 2 F = CAT I ON AND
PERM Z S S Z ON TO
ENTER ON T?ANO
Name H. D. Carraway Jr. Any permit issued in response to this applicatic
Address Route 3, Box 768 will allow only the development described in the
Beaufort, NC 28516 application.' The project will be subject to
conditions and restrictions contained in the
permit.
Name Edward B. Tapscott
Address P. 0. Box 32
Beaufort, NC 28516
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 $250 made payable to the
Department of Environment, Health and Natural
Resources to cover the costs of processing
the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public
funds, attach a statement documenting
compliance with the North Carolina
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 further certify that I am authorized to grant,
and do in fact, grant permission to represent-
atives 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
project.
This is the J day of _/?1 (JG f/? ?, 19
Landow tv uthori d Agent
Environmental Policy Act (N.C.G.S. 113A-1 to 10).

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DIVISION OF HIGHWAYS
CARTERET COUNTY
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DIVISION OF HIGHWAYS
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DIVISION OF HIGHWAYS
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BR.# 8 6 AND S.R.1316
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TO CULLIL' CREEK
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P10V 1 6 1994
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STATE OF NORTH CAROLINA `°"""""""°"••••
DEPARTMENT OF TkANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT I I I
GOVERNOR SECRETARY
Box 601, S. Glenburnie Road
New Bern, N. C. 28560
November 10, 1994
MEMORANDUM TO: Mr. Jerry L. Lindsey, P.E.
Regional Hydraulics Engineer
FROM: Aaron C. Everett
District Engineer
SUBJECT: Secondary Road Construction Project in
Carteret County - SR 1316 (Royal Road)
This is to provide information requested by Mr. M. Ted Tyndall, Field
Representative, DENHR, in his letter dated August 31, 1994. The
additional information is relative to subject construction project activities
near the proposed bridge replacement location at Cullie Creek. This
information was inadvertently omitted in the original permit application.
The area of concern is where Cullie Creek, after leaving the bridge site
running in a northerly direction, turns and parallel$ the roadway, then
approaches the roadway coming within 15' - 18' of the proposed roadway
ditch. This area is approximately 100' in length and located approximately
500' west of the Cullie Creek bridge.
Please find attached revised plan drawing and cross-section copies for your
review. It is proposed to install silt fence at the top of the back slope of the
proposed roadway ditch from the bridge location to where the edge of
creek distance from excavation activities is greater than 75 feet.
If I can be of further assistance, please advise.
ACE
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