19950552 Ver 1_Complete File_19950531

.-.yf
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., RE., Director
June 26, 1995
Mr. Frank Vick
Planning and Environmental Branch
NC DOT
P. O. Box 25201
Raleigh, N.C. 27611-5201
Dear Mr. Vick:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bridge replacement
Project # 95552
Craven County
FILE Qh'
Attached hereto is a copy of Certificfttion No. 3006 issued to N. C. Department of
Transportation dated 26 June 1995.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
P.sto??n oward, Jr P E.
Attachments
3006.wgc
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Mr. John Parker, Division of Coastal Management
Central Files
ID EHNF1
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer W% recycled/ 10% post-consumer paper

NORTH CAROLINA
Craven 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 0.15 hectares of wetland impact in Craven County pursuant to an
application filed on the 26th day of May of 1995 to replace bridge # 38 over Swift Creek on NC 118.
The Application provides adequate assurance that the discharge of fill material into the waters
of Swift Creek in conjunction with the proposed development in Craven 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).
2. Mitigation shall be done 'for this project at Company Swamp for 0.5 hectares
of credit.
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 CAMA permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within sixty (60) 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 26th day of June, 1995.
DIVISION OF ENVIRONMENTAL MANAGEMENT
on Howard, J//r. P.E.
WQC# 3006

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
RECEIVED MAI
MAY 3 1 1995
1
•
ENVIR0134}E 1 SCIENCES
1:3 FE F1
May 24, 1995
y WASHINGTON OFFICE
MEMORANDUM: _ MAY 2 6 1995
D. E. M.
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: Bridge #38 over Swift Ck, on NC Hwy 118, near the Town of Vanceboro, Craven
County
Woposed Project: to replace Bridge #38 over Swift Creek
Please indicate below your agency, s position or viewpoint on the proposed project and return this form by June
14, 1995. If you have any questions regarding the proposed project, please contact Charles Jones at (919) 726-
7021. When appropriate, in-depth comments with supporting data is requested.
REPLY: L-/ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
project for reasons described in the attached comments.
SIGNED
DATE
P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier #11-12-09
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201. RALEIGH, N.C. 27611-5201
July 10, 1995
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
3441 Arendell Street
Morehead City, North Carolina 28557
ATTENTION: Mr. Charles Jones
Dear Sir:
R. SAMUEL HUNT III
SECRETARY
-1A U ( [oil
21995 1
SUBJECT: Craven County - Replacement of Bridge No. 38 on NC 118 over Swift
Creek; State Project No. 8.1171021; T.I.P. No. B-2019
Reference the CAMA Major Permit Application received by the Division of
Coastal Management on April 25, 1995 for this project. Per the request of
the North Carolina Wildlife Resources Commission, attached is a copy of the
waterline relocation plan. The existing waterline is to be replaced in
conjunction with widening of the bridge and its approaches. This work is to
be performed by an NCDOT contractor, and will provide the same or greater
hydraulic capacity than the existing utility. The waterline will be located
within NCDOT right-of-way.
A copy of the Debit Transaction Form for the Company Swamp Mitigation
bank is included for your records. By copy of this letter, this form will
also be provided to the U.S. Fish and Wildlife Service.
Thank you for your assistance. If you have any questions, please
contact Cyndi Bell at [phone], extension 306.
Sincerely,
H. Franklin Vick, P. E., Manager
Planning and Environmental Branch
HFV/tp
cc: Mr. John Dorney, DEM, DEHNR
Mr. Archie Hankins, P. E., Hydraulics
Mr. G. R. Shirley, Jr., P. E., Division 2 Engineer
Mr. Norm Sanders, DOA, Washington
Mr. G. T. Shearin, P. E., Roadway Design
Mr. Kelly Barger, P. E., Project Management
Mr. Victor Barbour, P. E., Design Services
Mr. John Smith, P. E., Structure Design
Mr. Gary Jessup, Program Development
Mr. Jimmy Lee, P. E., Bridge Maintenance

k. It
r v
IO-4
PROPOSED DEBIT TRANSACTION FORM
TRANSACTION NUMBER
DATE OF TRANSMITTAL July 10, 1995
57
PROJECT NAME Bridge #38 Replacement TIP # B-2019
COUNTY (IES) Craven
T,
EA/OEIS DATE N/A FONSI/FEIS DATE N/A
CORPS/CAMA PERMIT NUMBER AND DATE DOA Action ID. 199302544 September 30, 1993
DESCRIPTION OF AFFECTED HABITAT Bottomland Hardwoods associated
with Swift Creek. Categorical Exclusion approve May ,
f
TOTAL ACREAGE 0.15hec*re fill in wetlands
PROPOSED DEBIT METHODOLOGY Debit will be for wetland fill area.
PROPOSED DE3ITS 0.5 hectare
FOR F4S USE ONLY]
DATES OF CONCURRENCE: WRC
NCNC
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
I.
July 10, 1995
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
3441 Arendell Street
Morehead City, North Carolina 28557
ATTENTION: Mr. Charles Jones
Dear Sir:
R. SAMUEL HUNT III
SECRETARY
1 '2 1995
?t,N s
SUBJECT: Craven County - Replacement of Bridge No. 38 on NC 118 over Swift
Creek; State Project No. 8.1171021; T.I.P. No. B-2019
Reference the CAMA Major Permit Application received by the Division of
Coastal Management on April 25, 1995 for this project. Per the request of
the North Carolina Wildlife Resources Commission, attached is a copy of the
waterline relocation plan. The existing waterline is to be replaced in
conjunction with widening of the bridge and its approaches. This work is to
be performed by an NCDOT contractor, and will provide the same or greater
hydraulic capacity than the existing utility. The waterline will be located
within NCDOT right-of-way.
A copy of the Debit Transaction Form for the Company Swamp Mitigation
bank is included for your records. By copy of this letter, this form will
also be provided to the U.S. Fish and Wildlife Service.
Thank you for your assistance. If you have any questions, please
contact Cyndi Bell at [phone], extension 306.
Sincerely,
H. Franklin Vick, P. E., Manager
Planning and Environmental Branch
HFV/tp
cc: Mr. John Dorney, DEM, DEHNR
Mr. Archie Hankins, P. E., Hydraulics
Mr. G. R. Shirley, Jr., P. E., Division 2 Engineer
Mr. Norm Sanders, DOA, Washington
Mr. G. T. Shearin, P. E., Roadway Design
Mr. Kelly Barger, P. E., Project Management
Mr. Victor Barbour, P. E., Design Services
Mr. John Smith, P. E., Structure Design
Mr. Gary Jessup, Program Development
Mr. Jimmy Lee, P. E., Bridge Maintenance
DIVISION OF HIGHWAYS
P.O. BOX 25201, RALEIGH. N.C. 27611-5201
0
fil . i
10-4
PROPOSED OESIT TRANSACTION FORM
TRANSACTION NUMBER
-f-
DATE OF TRANSMITTAL July 10, 1995
PROJECT NAME Bridge #38 Replacement
COUNTY (IES) Craven
TIP # B-2019
4-
'r.
EA/OEIS DATE N/A FONSI/FEIS DATE N/A
CORPS/LAMA PERMIT NUMBER AND DATE DOA Action ID. 199302544 September 30, 1993
DESCRIPTION OF AFFECTED HABITAT Bottomland Hardwoods associated
with Swift Creek. Categorica Exclusion approve May
,
TOTAL ACREAGE 0.15Aechre fill in wetlands
PROPOSED DEBIT METHODOLOGY Debit will be for wetland fill area.
PROPOSED DEBITS 0.5 hectare
CFOR FWS USE ONLY]
OATES OF CONCURRENCE: WRC
NCNC
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s DIVISION OF COASTAL MANAGEMENT 955,52-
MLD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Department of Transportation
2. LOCATION OF PROJECT SITE: Bridge #38 over Swift Creek on NC Hwy 118, near the Town of
Vanceboro, Craven County
Photo Index - 1989: none available 1984: none available
State Plane Coordinates - X:2540400 Y:573900
3. INVESTIGATION TYPE: CAMA
RECEIVED
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 1995 A 1995
Was Applicant Present - No MAY 3
CIENCES
ENVIRONNIEA TAL
5. PROCESSING PROCEDURE: Application Received - April 25, 1995 u
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Rural with Services and Conservation
(B) AEC(s) Involved: Public Trust Area
(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 - Bridge
(G) Estimated Annual Rate of Erosion: Slight to none
Source - Personal Observation
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands .149 hectare
"404" wetlands
(B) Non-Vegetated Wetlands 0.06 hectare
Creek Bed (bridge footprint)
(C) Other .56 hectare
Highground 1 11
(D) Total Area Disturbed: .709 hectare
(E) Primary Nursery Area: No
(F) Water Classification: C Sw NSW Open: N.A.
8. PROJECT SUMMARY: The NC Department of Transportation is proposing to replace Bridge #38
over Swift Creek on NC Hwy 118, near the Town of Vanceboro, Craven County

FIELD INVESTIGATION REPORT:
NC Department of Transportation -Bridge #38 over Swift Creek
PAGE #2
9. NARRATIVE DESCRIPTION: The NC Department of Transportation (DOT) is
requesting a CAMA Permit to replace Bridge #38 which crosses Swift Creek, on NC
Highway 118, near the community of Vanceboro, Craven County.. Swift Creek is a
tributary of the Neuse River and has been designated as Inland Waters by the NC
Marine Fisheries and the NC Wildlife Commission. The water classification is C Sw
NSW. The existing bridge over Swift Creek at this location is approx. 79 meters in
length x 8 meters in width and has a height of approx. 2.2 meters above the normal
water level of Swift Creek. It is estimated that the normal water surface of the Creek
at the bridge crossing is approx_ . 1.1 meters (ordinary high water 1.7 meters).
),?eith ofstie Creek
teAed n
MMMOM
Prtupld cypess.
hardwood sw S
b a?n?co `tbjiw t _i Herbaceous species
include alligator weed occasionally mixed with smart weed.
DOT is proposing to replace the existing fixed-span bridge over Swift Creek with a
# "ftsghtly;
new one. Plans included with the application show that the illp
2ger (approx. 81 meters) apigher (approx. 2.6 meters above normal water level)
_gh
than the existing one. 'to : Y Ways 7for the
o?,!IIT<ber removed peg rv: 6d `fig. It is
estimated that the opening will be an additional 6 meters larger than the present one.
After the highground material is removed the approachway will be stabilized with rock
riprap. The paved approaches will also be widened from 6 meters (existing) to 7.5
meters. This widening will require fill material to be placed in approx..149 hectare of
NOMMMEffm &a w Kok drV
404 wetlands. F
.eonstructioR d k, ' ,£ The bridge will be closed
throughout construction and local is wi a detoured to other roads. DOT has also
indicated that mx :oi fix. will be required for this bridge
replacement project.
10. ANTICIPATED EVIPACTS: The project as proposed will result in the replacement of
a fixed-span bridge with a new one. The new bridge will create a slighter larger
opening (by approx. 6 meters) with approx. 160 cubic meters of highground material
being excavated. The height of the bridge will be at or above the present bridge's
elevation. mer?ts to the Bbd a tt
t of bo ' ?nl 90 cubic meters of
upland fill material. Approx. 0.56 hectare of non-wetland areas would also filled in
conjunction with the expanded roadway. An existing potable waterline which crosses
Swift Creek will also have to be relocated but detail plans for the relocation are not
available at this time. e`vetland{'ti'?ti
?iY t by debiting 0 ti A a Ty -Swamp - rfi Bak. a
PUMP Now
PREPARED BY: Charles Jones DATE: May 24, 1995

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 CANT
a. Name NC Dept. of Transportation
ATTN: Mr. H. Franklin Vick, P.E.
Address P. O. Box 25201
City Raleigh State NC
Zip 27611 Day Phone [phone]
x Landowner or Authorized agent
b. Project name (if any) Replace Bridge No.
38 over Swift Creek on NC 118 (B-2019)
c. If the applicant is not the landowner,
also give the owner's name and address.
2 LOCAT Z ON OP'
PROPOSED PROJECT
a. Street address or secondary road number
NC 118
4
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
d. Describe the planned use of the project.
. Public Highway
4 LAND AND WATER
CHARACTER 2 S T = CS
a. Size of entire tract 0.560 ha
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
5 M NGVD 1929
d. Soil type(s) and texture(s) of tract
Altavista-Augusta-Tomotley
e. Vegetation on tract Deciduous bottomland
b. City, town, community, or landmark hardwood species and emergent plants
Vanceboro
c. County Craven
d. Is proposed work within city limits or
planning jurisdiction? No
e. Name of body of water nearest project
Swift Creek
3 DE S CR2'PT = ON AND
PLANNED USE OP'
PROPOSED PROJECT
a. Describe all development activities you
propose (for example, building a home,
f. Man-made features now on tract Bridge and
roadway
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
N/A
i. How are adjacent waters classified?
C Sw NSW
motel, marina, bulkhead, or pier).Replace j. Has a professional archaeological'survey
existing bridge with new 5-span brit9t 6--. 41"%r iF l$-dgh-'Cgftied out for the tract? No If so
3/91
r" r - 11 11
by whom?
APR 2-5 19-95 i
..
.. .. i Surface runoff from
5 UPLAND DEVEL NT
Complete this section if the .je r d
and land development.
a. Type and number of bui
or structures proposed m. Water supply source
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
d. Size of area to be graded or disturbed
1.75 ac
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
N/A
is h
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
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 EXCAVAT 2 ON AND F Z LL
Z NP'ORMAT Z 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)
30% (Highway Pavement)
Boat basin
g. List the materials, such as mari, paver
stone, asphalt, or concrete, to be used
for paved surfaces.
Concrete and asphalt
h. If applicable, has a stormwater management
plan been submitted to the Division of
Environmental Management? N/A
i. Describe proposed sewage disposal and/or
waste water treatment facilities.
N/A
j. Have these facilities received state or
local approval? N/A
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or
below MHW
TOTAL=0.149ha
Upland fill
areas
Length Width Depth
................
236m 6.3m
280m 20m
b. Amount of material to be excavated from
below water level in cubic meters 0
c. Type of material N/A
k. Describe existing treatment facilities. d. Does the area to be excavated include
N/A marshland, swamps, or other wetlands?
No
1. Describe location and type of discharges to e. High ground excavation, in cubic yards
waters of the state (for example, surface 160 m3
runoff, sanitary wastewater, industrial/
commercial effluent, "wash down").
71
i APR i 2 5 1.%5 i 1
f. Dimensions of spoil disposal area c oreline erosion during preceding 12
N/A_ ,- nths, in feet N/A
--
g. Location of spoil disposal area Upland d. "Type of bulkhead material N/A
waste site and riprap
h. Do you claim title to the disposal area?
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? N/A
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 meters 490 m3
m. Type of fill material Granular
n. Source of fill material Suitable borrow
o. Will fill material be placed on marsh or
other wetlands? Yes
p. Dimensions of the wetland to be filled
0.149 ha along 236 m of roadway
q. How will excavated or fill material be kept
on site and erosion controlled?
Standard NCDOT erosion and sedimentation
control measures
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Back hoe, dragline,
bulldozer
s. Will wetlands be crossed in transporting
equipment to project site? No If yes,
explain steps that will be taken to
lessen environmental impacts.
7 SHOREL 2 NE
S TAB Z L= Z AT Z ON
a. Length of bulkhead or riprap 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 2 T 2 ONAL Z NFO
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 other
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 the plan 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 complete addresses of
the adjacent waterfront (riparian) landowners
These individuals have 30 days in which to
submit comments on the proposed project to
the Division of Coastal Management and
should be advised by the applicant of that
opportunity.
b. Average distance waterward of mean high
water or normal water level N/A
0
Name See Attached List
Address
Name
Address
Name
Address
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
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
Environmental Policy Act (N.C.G.S. 113A-1 to
3 CERT = F =CAT 2 ON AND
PERM= S S Z ON TO
ENTER ON LAND
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 further 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 project.
This is the ,,_9 day of 192-5.
1
X
L ndow er or Authorized 11g7e-nt
10).
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- -... -_ >• 1ss1 1t4e Hdly Hill...
'CRAVEN COUNTY ` N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NORTH CAROLINA CRAVEN co.
i ¢ PROJECT.# 8.1171201 (B-2019)
REPLACEMENT OF BRIDGE # 38
i I fill,
OVER SWIFT CREEK ON NC 118
d WEST OF VANCEBORO
! SHEET l OF ?? JAN 1994
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PROPERTY OWNER
NAME AND ADDRESS
PARCEL NO. OWNER'S NAME ADDRESS
1 Annette W. Morris 435 Piney Neck Road
Vanceboro, NC 28586
2 James W. Mercer 645 Hwy 118
Vanceboro, NC 28586
3 Virginia B. Avery Rt. 2, Box 323
Washington, NC 27889
ix
N. C. DEPT. OF TRANSPORTATION1
DIVISION OF HIGHWAYS
CRAVEN CO.
PROJECT 4 8.1171201 (B-2019)
REPLACEMENT OF BRIDGE # 38
OVER SWIFT CREEK ON NC 118
WEST OF VANCEBORO
SHEET OF--]I- JAN 1994

DIVISION OF COASTAL MANAGEMENT
FIELD II VESTIGATION REPORT
1. APPLICANT'S NAME: NC Department of Transportation
2. LOCATION OF PROJECT SITE: Bridge #38 over Swift Creek on NC Hwy 118, near the Town of
Vanceboro, Craven County
Photo Index - 1989: none available 1984: none available
State Plane Coordinates - X:2540400 Y:573900
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 1995
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - April 25, 1995
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Rural with Services and Conservation
(B) AEC(s) Involved: Public Trust Area
(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 - Bridge
(G) Estimated Annual Rate of Erosion: Slight to none
Source - Personal Observation
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED THER
(A) Vegetated Wetlands .149 hectare
"404" wetlands
(B) Non-Vegetated Wetlands 0.06 hectare
Creek Bed (bridge footprint)
(C) Other .56 hectare
Highground
(D) Total Area Disturbed: .709 hectare
(E) Primary Nursery Area: No
(F) Water Classification: C Sw NSW Open: N.A.
8. PROJECT SUMMARY: The NC Department of Transportation is proposing to replace Bridge #38
over Swift Creek on NC Hwy 118, near the Town of Vanceboro, Craven County
r
FIELD INVESTIGATION REPORT:
NC Department of Transportation -Bridge #38 over Swift Creek
PAGE #2
9. NARRATIVE DESCRIPTION: The NC Department of Transportation (DOT) is
requesting a CAMA Permit to replace Bridge #38 which crosses Swift Creek, on NC
Highway 118, near the community of Vanceboro, Craven County. Swift Creek is a
tributary of the Neuse River and has been designated as Inland Waters by the NC
Marine Fisheries and the NC Wildlife Commission. The water classification is C Sw
NSW. The existing bridge over Swift Creek at this location is approx. 79 meters in
length x 8 meters in width and has a height of approx. 2.2 meters above the normal
water level of Swift Creek. It is estimated that the normal water surface of the Creek
at the bridge crossing is approx. 1.1 meters (ordinary high water 1.7 meters). The
land area (excluding the filled right-of-way of the highway) on either side of the Creek
is a bottomland hardwood swamp forest dominated with swamp tupelo, bald cypress,
black gum, swamp cottonwood, black willow and red cedar. Herbaceous species
include alligator weed occasionally mixed with smart weed.
DOT is proposing to replace the existing fixed-span bridge over Swift Creek with a
new one. Plans. included with the application show that the bridge will be slightly
longer (approx. 81 meters) and higher (approx. 2.6 meters above normal water level).
than the existing one. Additionally, some of the previously filled approachways for the
old bridge will be removed and thereby creating a larger bridge opening. It is
estimated that the opening will be an additional 6 meters larger than the present one.
After the highground material is removed the approachway will be stabilized with rock
riprap. The paved approaches will also be widened from 6 meters (existing) to 7.5
meters. This widening will require fill material to be placed in approx..149 hectare of
404 wetlands. The applicant indicates that no temporary fill in wetlands will be
required since no construction detour will be necessary . The bridge will be closed
throughout construction and local traffic will be detoured to other roads. DOT has also
indicated that no stream or channel relocation will be required for this bridge
replacement project.
10.
ANTICIPATED EAPACTS: The project as proposed will result in the replacement of
a fixed-span bridge with a new one. The new bridge will create a slighter larger
opening (by approx. 6 meters) with approx. 160 cubic meters of highground material
being excavated. The height of the bridge will be at or above the present bridge's
elevation. The fill requirements for the approachway to the bridge will require that
approx. 0.149 hectare of bottomland swamp be filled with approx. 490 cubic meters of
upland fill material. Approx. 0.56 hectare of non-wetland areas would also filled in
conjunction with the expanded roadway. An existing potable waterline which crosses
Swift Creek will also have to be relocated but detail plans for the relocation are not
available at this time. DOT is proposing to mitigate the wetland impacts associated
with this project by debiting 0.5 hectare from the Company Swamp Mitigation Bank.
This would represent a mitigation ratio exceeding 3 to I.
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 CANT
a. Name NC Dept of Transportation
ATTN: Mr. H. Franklin Vick, P.E.
Address P. O. Box 25201
City Raleigh State NC
zip 27611 Day Phone [phone]
x Landowner or Authorized agent
b. Project name (if any) Replace Bridge No.
38 over Swift Creek on NC 118 (B-2019)
c. If the applicant is not the landowner,
also give the owner's name and address.
2 LOCATION OP'
PROPOSED PROJECT
a. Street address or secondary road number
NC 118
b. City, town, community, or landmark
Vanceboro
c. County Craven
d. Is proposed work within city limits or
planning jurisdiction? No
e. Name of body of water nearest project
Swift Creek
3 DESCR23PTZON AND
PLANNED LTSE OP'
PROPOSED PROJECT
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
d. Describe the planned use of the project.
Public Highway
4 LAND AND in721LTE3E;t
CHARACTER= S T 2 CS
a. Size of entire tract 0.560 ha
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
5 M NGVD 1929
d. Soil type(s) and texture(s) of tract
Altavista-Augusta-Tomotley
e. Vegetation on tract Deciduous bottomland
hardwood species and emergent plants
f. Man-made features now on tract Bridge and
roadway
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
N/A
i. How are adjacent waters classified?
a. Describe all development activities you C Sw NSW
propose (for example, building a home,
motel, marina, bulkhead, or pier).Replace
existing bridge with new 5-span brit
3/91
J. Has a professional archaeological survey
'"?9 ftff't"*Hf']cied out for the tract? No If so,
whom?
?APR 2519% U
.Y rq f Surface runoff from public hi hwa
5 LTP2+AND REVEL NT
Complete this section if the 1rqjeAVK4WdM
and land development.
a. Type and number of building,Tact-14tiea,.-»-..?.?.
or structures proposed m. Water supply source N/A
N/A
n. If the project is oceanfront development,
b. Number of lots or parcels N/A describe the steps that will be taken to
maintain established public beach access-
c. Density (Give the number of residential ways or provide new access.
units And the units per acre.) N/A N/A
d. Size of area to be graded or disturbed
1.75 ac
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.
30t {Highway Pavement)
g. List the materials, such as mari, paver
stone, asphalt, or concrete, to be used
for paved surfaces.
Concrete and asphalt
h. If applicable, has a stormwater management
plan been submitted to the Division of
Environmental Management? N/A
i. Describe proposed sewage disposal and/or
waste water treatment facilities.
N/A
j. Have these facilities received state or
local approval? N/A
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to
waters of the state (for example, surface
runoff, sanitary wastewater, industrial/'
commercial Effluent, "wash down").
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 EXCAVAT=ON AND F=I..Z.
S N8'O1=MAT Z 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,
boat ramp,
rock jetty)
Fill placed in
wetland or
below MHW
TOTAL-0.149ha
Upland fill
areas
Length Width Depth
236m 6.3m
280m 20m
b. Amount of material to be excavated from
below water level in cubic meters 0
c. Type of material N/A
d. Does the area to be excavated include
marshland, swamps, or other wetlands?
No
e. High ground excavation,.in cubic yards
160 m3
f .*' 3 c-'
?F ! 7_11P
kP R 2 5 1?f. Dimensions of spoil disposal: area oreline erosion during preceding 12
N/A- nths, in feet N/A
g. Location of spoil disposal area Upland d.1`ype of bulkhead material N/A
waste site and riprap
h. Do you claim title to the disposal area?
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? N/A
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 meters 490 m3
m. Type of fill material Granular
n. Source of fill material Suitable borrow
o. Will fill material be placed on marsh or
other wetlands? Yes
p. Dimensions of the wetland to be filled
0.149 ha along 236 m of roadway
q. How will excavated or fill material be kept
on site and erosion controlled?
Standard NCDOT erosion and sedimentation
control measures
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Back hoe, dragline,
bulldozer
s. Will wetlands be crossed in transporting
equipment to project site? No If yes,
explain steps that will be taken to
lessen environmental impacts.
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 2 T S OVAL INFO
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 other
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 the plan 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 complete addresses of
the adjacent waterfront (riparian) landowners
7 SHORELINE These individuals have 30 days in which to
STAB Z X. Z Z AT 2 ON submit comments on the proposed project to
the Division of Coastal Management and
a. Length of bulkhead or riprap N/A should be advised by the applicant of that
opportunity.
b. Average distance waterward of mean high
water or`normal water level N/A
Name See Attached List
Address 9 CART X 8' X CAT X ON AND
FERMXSaXON TO
ENTER ON LAND
Name Any permit issued in response to this
Address application will allow only the development
described in the application. The
project will be subject to conditions and
restrictions contained in the permit.
Name
Address I certify that to the best of my knowledge,
the proposed activity complies with the
State of North Carolina's approved Coastal
A list of previous state or federal permits Management Program and will be conducted in
issued for work on the project tract. Include a manner consistent with such program.
vermit 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
in oceanfront and inlet areas.
I further 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 project.
S.
This is the ? day of 19
1
X
A statement on the use of public funds. L ndo er or Authorized gent
If the project involves the expenditure of
public funds, attach a statement documenting
compliance with the North Carolina
Environmental Policy Act (N.C.6.S. 113A-1 to 10).
O 4
APR 2 5111-195
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CRAVEN COUNTY IN. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NORT H CAROLINA CRAVEN CO. .
PROJECT.# 8.1171201 (B-2019)
REPLACEMENT OF BRIDGE # 38
OVER SWIFT CREEK ON NC 118
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PROPERTY OWNER
NAME AND ADDRESS
PARCEL NO. OWNER'S NAME ADDRESS
1 Annette W. Morris
2 James W. Mercer
3 Virginia B. Avery
435 Piney Neck Road
Vanceboro, NC 28586
645 Hwy 118
Vanceboro, NC 28586
Rt. 2, Box 323
Washington, NC 27889
?• t N ? iYii. i
N. C. DEPT. OF TRANSPORTATIONi
DIVISION OF HIGHWAYS
CRAVEN CO.
PROJECT V 8.1171201 (B-2019)
REPLACEMENT OF BRIDGE # 38
OVER SWIFT CREEK ON NC 118
WEST OF VANCEBORO
SHEET-ZZ_ OF? JAN 1994