20010304 Ver 1_Complete File_20010227

State of Nor,,h Carolina
' Departrylent: o-i Environment
and N ili!ra! Resources
Division of \, later Quality
Michael F. Easley, Governor
`/Villiam G. Ross, jr., Secretary
:err T. Stevens, Director
July 9, 2001
Pamlico County
DWQ Protect No. 01030-1
APPROVAL OF 40IWakr Qual2ty Cert7 3c aNon and Tar-PvnAko Fit eves' BaAn 9.JalWs
1VIr. C.E. Lassiter, P.E., Division Engineer
NCDOT. Division 2
PO Pox 1587
Greenville. NC 27835
Dear NO. Lassiter:
You have cur approval, as described in your application dated February 22, 200L and in accordance evith
the attached comlitions and those listed below, to place fill material in 4600 square feet of Coastal Marsh
Wetlands, and 425 square feet of non-vegetated ""lands. Tile project's purpose is On Work, and
paving of SR 543 and the replacement of Bridge Number 8 over the South Prong of the Bay River. The
protect should be constructed in accordance with your application February 22, 2001. After reviewing ywr
appiicahun, we have decided that this fill is covered by General Alter Quality Certification Number 3112.
This certification codesponds to the Regional Permit Number 198000291 issued 'oy the Comps of Engineers.
In addition, you should acquire any other federal, state or local permits before you proceed with your
project including (but riot limited to) Sediment and 1",rosion Control, Non-Discharge ak Wal_cr Supply
WiieAwd revulations. This approval will rvnim with the accompanying- 404 permit tintless oth r"ise
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 soid, the new owner most be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. HAW wetland fills for this project (now or in the future)
exceed "a ww: or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
rnhigraW may be required as described in 15A NCAC 21-1.0506 (h) (6) and (7). For this approval to
remain valid. you mast adhere to the conditions listed in the attached certification.
.Sloninvatcr shall be directed to sheetflow at nonerosi ve velocities through the protected Suomi buffers.
2.Lipou completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Clomyown Form" to notify !)WQ when all work included in the 401 Certification has been cNiTleted.
11c responsible party shall complete the attached form and return it to the 401/Wetlands Unit ol- the
Division of`Yv'ater Quality upon compledon of Me project.
If ou do not accept any of the conditions of this certification, you may ask for an adjudicators
hea! ing. `i ?.r,r must act within 60 days of the date that you receive this letter. To ask for a
hemmo smW a written petition that conforms to Chapter 150B of the North Carolina General
Statutes A W (Nice of fldmiuistrativeHearinlgs, P.O. r?os _,- a eigh. NLC. 276ll-7-1T7".
",_n cer r w6w mW its conditions are final wA bindinn unless You ask (or a 1 mArl t.
1650 MaH NOW Center, Rale gh, North Carolina 27690-1350 Telephone 919 733-:503 j FA : 919-7115-6048
An EquW pportUNQ ^.iA"aK2 Act n Filch er 5096 recycled/ 10 po st-coinsumer p_ pel-
Mate or i`lorth Carolina
r De.oa.rtment or Environrnent
and Natural Resources
Division of Water Czuality
IMichad F. Hasley, Govarnor
William G. Ross, jr., Secretary
Kerr . Stevens, Director
This Ic[wr completes the review of the Division of `3Jater Qu, hly Under Section 401 or the Clean 'Haws
Act. if you have any questions, please contact john Hennessy at 919-733-5694 or Tom StcPh s at 252-
94V640.
Sincerely.
Attachments:
cc: Whngton District Corns of Engincus
Corps of Engineers Washington Field Office
D\ Q Washington Regional Office
Cathy Brittingham, I OMI
Centr_,i Files
c:Ancdot/SR 1343\wgcA010304wgc.doc
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_? -8i 276941650 I c E ,i(. , .? ? 9'9-/iJ-60-8)
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An Egol QooAm y lu lbe Acton Employs MCVCNT 10% post cMmumn p Gam'
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LINDO TIPPETT
GOVERNOR SECRETARY
June 14, 2001
Mr. John Hennessy <Ja Z y
DEHNR
Division of Water Quality /
1650 Mail Service Center ?? f C z ?
Raleigh, N.C. 27699-1650
Subject: DWQ Project # 01-0304 Pamlico Co.
Dear Mr. Hennessy,
I met with Mr. Tom Steffens (DWQ Washington Regional Office) onsite today to review the April 19th
DWQ letter requesting justification for the 170' of linear stream impacts. I explained to Mr. Steffens how
the project would be constructed. We were unable to come up with 170' of linear stream impacts. Mr.
Steffens was going to follow up with a phone call to Mr. Scott Jones (CAMA Morehead City) after noting
the CAMA Bio-report referring to 170' of rip rap placement. The 170' of riprap will be placed behind
existng wing walls that angle away from the stream. This may have triggered the letter from DWQ thinking
all 170' would be along the stream. Should you have any questions concerning this please contact Mr.
Steffens or myself to get this resolved so the CAMA processing can continue. Thank you for your time in
this matter.
Sincerely,
Jay Johnson
NCDOT Division 2 Environmental Officer
Cc:
Neil Lassiter, P.E.
Dwayne Alligood, P.E.
Thom Edgerton
Bill Arrington
Cathy Brittingham
Tom Steffens
DIVISION TWO • P.O. BOX 1587 • GREENVILLE, N.C. 27835
PHONE [phone] FAx [phone]
OF `NATFq Michael F. Easley
'O? QG Governor
co [Xn7 William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
p 'C Kerr T. Stevens
Division of Water Quality
April 19, 2001
Pamlico County
DWQ Project No. 01-0304
Jay Johnson
N.C. Department of Transportation
P.O. Box 1587
Greenville, NC, 27835
Dear Mr. Johnson:
On February 27, 2001, the NC Division of Water Quality (DWQ) received your application for a 401 Water Quality
Certification and Tar-Pamlico Buffer Rules Approval for the proposed paving and widening of SR 1343 in Pamlico County.
In accordance with 15A NCAC 2B .0233, a thorough inspection of your application has been conducted by staff of the DWQ
Central Office. Based on this review, along with your application materials, we have determined that additional information
will be required to complete our review. Please provide the following information:
Please provide justification for the proposed 170 linear feet of new stream and buffer impacts proposed for the
placement of rip-rap to fortify the bridge abutments. We suggest that you reduce these impacts to less than 150 linear
feet of stream and buffer impacts if possible. If stream impacts exceed 150 linear feet of perennial streams following
your review of the project design, compensatory stream mitigation will be required in accordance with 15A NCAC 2H
.0506(h). If Tar-Pamlico Buffer impacts exceed 150 linear feet following your review of the project design, buffer
mitigation will be required in accordance with the Tar-Pamlico Buffer Rules (15A NCAC 26.0259). If the proposed
impacts cannot be reduced, please discuss how you plan to address the stream and buffer mitigation requirements for
this project.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers
and NC Division of Coastal Management place this project on hold. Also, this project will be placed on hold for our
processing due to incomplete information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact me at [phone].
40
Dorney
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Doug Hugget, DCM
File Copy
Central Files
010304
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
nin 700 470C /..A......\ n1n 700 COnO /i....\ 6"-- /it, 0- ....-...M.. .... .... /.........N.....d../
._rdy projects 010304 and 010302
Subject: tardy projects 010304 and 010302
Date: Wed, 11 Apr 2001 16:55:48 -0400
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
To: deborah sawyer <deborah. sawyer@ ncmail.net>,
Cyndi Karoly <[e-mail]>
Cyndi,
010304 NC DOT SR 1343
Bridge Replacement and Road Paving and Widening
their app. states that an additional 170 feet of rip-rap will be used to
"fortify the bridge abutments"
Send them a More Info. letter requesting why they need 170 feet.. if
they send a sufficient reply then require buffer mitigation and possibly
stream mitigation for exceeding 150 feet (they can count out existing
., bridge and road from the' osed impacts
010302 Tim Barber Property
300 feet of shoreline stabilization (rip-rap)
They are replacing existing rip-rap and bulkhead with new, doesn't
appear to be a problem.
Issue with Buffer Authorization Certificate.
Deborah, Let me and Cyndi know by next Weds. 4/25 if you disagree with
my comments. Thanks,
- Bob
Bob Zarzecki
Environmental Specialist III - DENR/ DWQ
401 Wetlands Certification Unit
of 1 4/11/01 ?'
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
February 22, 2001,
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NCDOT
010304
Project Location: Pamlico County, along the NCSR 1343 crossing of the Bay River
South Prong in the Bayboro community.
Proposed Project: Proposes to pave and widen NCSR 1343 in Pamlico County. This
upgrade will include the replacement of Bridge #8 with a concrete span
bridge and the installation of riprap along the new bridge abutments.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by March 15, 2001. If you have any questions regarding the proposed project,
please contact Scott Jones 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.
r.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
ore ea city District \ 15 1-B Hwy. 24, Hestron Plaza II
NCDENR
Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER
010304
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NCDOT
c/o Jay Johnson NCDOT Div. 2
2. LOCATION OF PROJECT SITE: Pamlico County, along the NCSR 1343
crossing of the Bay River South Prong in the Bayboro community
Photo Index - 2000: 84-1000 012, P12-P13, Q12-Q13
1995: 84-912 J24, K24, L24
State Plane Coordinates - X: 2,662,600 Y: 511,200
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - March 28, 2000 and
February 19, 2001
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 18, 2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Community
(B) AEC(s) Involved: PTA, CW, and CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Rock road and timber bridge
Planned - Paved roadway and concrete bridge
including shoreline stabilization
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRFT)(IrF.T) FIT .T .RT) nTURR
(A) Vegetated Wetlands 4600 ft.2
C
(B) Non-Vegetated Wetlands 425 ft.2 2700 ft.2 shaded
A
C Other (existing roadway) 9200 ft.2
(D) Total Area Disturbed: 16925 ft.`
(E) Primary Nursery Area: No
(F) Water Classification: SC SW NSW
Open: No
FIELD INVESTIGATION REPORT:
NCDOT - NCSR 1343 Pamlico Co.
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to pave and widen NCSR 1343 in
Pamlico County. This upgrade will include the replacement of Bridge #8 with a
concrete span bridge and the installation of riprap along the new bridge abutments.
9. NARRATIVE DESCRIPTION:
Project Setting
NCDOT owns and maintains NCSR 1343 in Pamlico County. The existing roadway
consists of a typical road base aggregate mixture approximately 20 ft. wide. NCSR 1343
intersects with NC Hwy. 55 in Bayboro and leads south away from town for approximately
1.59 miles. Roughly 0.8 miles from the intersection with NC Hwy. 55, NCSR 1343
crosses the South Prong of the Bay River. The crossing is approximately 80 ft. wide and
the average water depth beneath the crossing is -5 ft. NWL. On either side of the existing
bridge the road acts as a causeway across a coastal marsh flat consisting primarily of
Juncus roemarianus. The total distance through the marsh is 460 ft. The roadbed is
approximately 1 ft. above mean sea level. The South Prong of the Bay River is classified
SC SW NSW by the NC Division of Water Quality. The crossing is approximately 1.25
miles upstream of the NC Hwy. 55 bridge and 1.4 miles upstream of the confluence with
eth North Prong of the Bay River. Undeveloped forested shoreline dominates this portion
of the South Prong. Primary uses of the South Prong in this area include recreational
boating and fishing.
Project Description
The applicant proposes to pave and widen NCSR 1343 in order to improve safety and
traffic movement as well as comply with State highway standards for secondary roads.
The new roadway width will be 30 ft. As part of the improvement to NCSR 1343,
NCDOT intends to replace Bridge #8 over the South Prong of the Bay River that consists
of 47 year-old timber flooring and joists. The new bridge will consist of concrete and steel
construction and will also have a roadway width of 30 ft. The improved roadway will
result in a 3 ft. westerly shift of the new bridge from its current position. In order to
fortify the bridge abutments, the applicant will install approximately 170 linear feet of rock
riprap. Construction methods used during the project will include an excavator, bulldozer
and crane for the roadway upgrade, bridge demolition / placement, fill, and rock
installation. All activities will be land based and include access for workers and the
delivery/removal of construction materials. There will be no other upland development
during the proposed construction.
FIELD INVESTIGATION REPORT:
NCDOT - NCSR 1343 Pamlico Co.
PAGE #3
Anticipated Impacts
The proposed roadway-widening portion of the project will result in the fill of
approximately 4600 ft.' of coastal marsh (primarily Juncus roemarianus). The new bridge
will shade a 2700 ft.' area of estuarine and public trust waters. An increase of roughly
1200 ft.' above the existing bridge. The riprap will be placed so not to exceed more than
5 ft. waterward of the NWL. This alignment will result in 425 ft.2 of shallow bottom
habitat being filled. Some temporary, construction related increases in turbidity can be
expected during the installation of rock and bridge pilings below the normal water level.
Sediment curtains and silt fences have been proposed in an effort to control erosion that
could impact both surface waters and surrounding marsh areas. While the entire project
area involves 17000 ft.2 within or adjacent to CAMA AECs, the existing roadway
footprint will increase by approximately 6000 ft.2
Scott Jones 4*
City Field Office February 21, 2001
Development Type FEE DCM % DWQ %
143001601 435100093.1625 6253 243001602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100% ($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
11. Public or commercial development
that does not involve the filling or $400 100% ($400)
0%($0)
excavation of any wetlands or open
water areas:
111. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100%($250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%($400) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to welter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 C609%16 240) (40%($160)
can not be applied:
n that involves
the filling and/or excavation of more $475 60%($285)
40%($190
than one acre of wetlands and/or )
open water areas:
Form DCM-MP-1
APPLICATIO
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name 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) SR 1343 Pamlico
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pamlico
b. City, town, community or landmark
Bayboro
c. Street address or secondary road number
SR 1343
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) South Prong of Bay River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace Bridge.# 8 on SR 1343
Widen and Pave SR 1343 from Bridge # 8 to
end.
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
gravel secondary road to a 2 lane paved (20' wide
pavement with 6' shoulders) to improve safety of
traffic movement and to comply with State
Highway standards for secondary roads.
METHODS OF CONSTRUCTION: Standard roadway
and bridge construction methods; DAILY
OPERATIONS: Conveyance of vehicular traffic
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 1'

d. Soil type(s) and texture(s) of tract
Lafitte muck, Fork loamy fine sand

e. Vegetation on tract Juncus Roemeranus, Baccaris
Hamilifolia, Spartina patens, Distichlis s picata

f. Man-made features now on tract Existing gavel
road and timber bridge.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certy7cate, 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
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
JAN N01 t
F
in. Describe existing wastdSvater fieatment facilities.
N/A
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface Runoff
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 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
Form DCM-MP-1
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
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Charles B. Dees
Address P.O. Box 1506, New Bern, N.C. 28563
Phone Unknown
Name Carrie Gradle
Address P.O. Box 391, Bayboro, N.C. 28515
Phone Unknown
Name Owen Dove Heirs c/o Margaret Dove Rivers
Address 2452 Bedford Avenue, Brooklyn, N.Y. 11226
Phone Unknown
Name Elias Jones, Cernee Saunders
Address 9757 Ike Douglas, Orlando, Fl. 32817
Phone Unknown
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA major or GP exp. 93
• 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
{ JAS! 1 8 Z001
documenting compliance Gwitl -' the.'` North" arolina
Environmental Policy Aet------=?
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 17 th day of Jan. , 2001 .
Print Name Jay Johnson
Signature
Lando er or th zed 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
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL.
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other Bride
and Road
(Excluding
shoreline
stabilization)
2@ N/A N/A
460' 5'
Avg.
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
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 No
N/A
d. High ground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
(See Attachment)
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes No N/A
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? _ Yes _ No N/A
If yes, where?,_
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
X Bulkhead X Riprap
b. Length _Ends of Bridge approaches
c. Average distance waterward of MHW or NWL
2.5' of MHW
d. Maximum distance waterward of MHW or NWL
Not to exceed 5' MHW
e. Shoreline erosion during preceding 12 months
N/A
(Source of information)
f. Type of bulkhead or riprap material Concrete
bulkhead, and Class 1 Rip Rap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 16.5 cu. yds
(2) Bulkhead backfill N/A
h. Type of fill material Sand, Clay Loam
i. Source of fill material Local
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes, ?r---° --
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area 2 @ 5' Avg. x 460'
(3) Purpose of fill To widen and prepare
road for paving.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No 404 Wetlands
If yes,
(1) Dimensions of fill area 2 @ 5' Avg. x
460'
(2) Purpose of fill To widen SR 1343
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt Fence
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Standard road and 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 SR 1343 Pamlico
Applicant or Project Name
Signature
/ 1/'71Zc es Date

Revised 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.
a. Type and number of buildings, facilities, units or
structures proposed Replace Bridge # 8 on SR
1343. Widen SR 1343 and pave to end
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. 2 @ 5' Avg. x 460'
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.
Marl, Asphalt and Concrete
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. < 10%
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
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described in Item i. above
received state or local approval? N/A
(Attach appropriate documentation)
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 and some bridge
surfaces; stormwater capture and retention from
near-shore bridge surfaces
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
in. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
NCDOT SR 1343 Pamlico
Applicant o Project Name ,
Signature
Date
Revised 03/95
Form DCM-MP-5
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.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
Concrete and Steel
c. Water body to be crossed by bridge
South Prong of Bay River
d. Water depth at the proposed crossing at MLW or
NWL 5'
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 69'
(2) Width of existing bridge 18.3'
(3) Navigation clearance underneath existing
bridge 5'
(4) Will all, or a part of, the existing bridge be
removed? (Explain) Yes, even the bulkhead
will be removed to the MHW and Rip Rap
will be placed on/behind the old bulkhead.
f
Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
h. Width of proposed bridge `30'
i. Height of proposed bridge above wetlands
Crown to Bed = 13'
j. Will the proposed bridge affect existing water flow?
X Yes No
If yes, explain Flow will be less restricted because
of longer bridge
k. Navigation clearance underneath proposed bridge
5'
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain Flow will be less restricted because
of longer bridge
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please'provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
N/A
b. Number of culverts proposed N/A
c. Type of culvert (construction material, style)
N/A
d. Will proposed culvert replace an existing bridge?
g. Length of proposed bridge 90' Yes X No
Revised 03/95
Form DCM-MP-5
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert N/A
g. Width of proposed culvert N/A
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: No
Revised 03/95
_ Coastal Wetlands SAVs__._._ Other. Wetlands
If yes, c ..._ - _.
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 30'
(2) Width of area to be excavated 20'
(3) Amount of material to be excavated in cubic
yards 178 cu. Yds.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 40'
(3) Do you claim title to the disposal area?
Yes No N/A
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: No
Form DCM-MP-5
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail To protect bridge
structure at shoreline. RipRap will be placed behind
old bulkhead to prevent scour.
NCDOT-SR 1343 Pamlico
Applicant or Pro'ect Name
Signature
7200!
Date
a
Will the proposed project involve any mitigation?
Yes No Unlmown
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Typical bridge construction equipment
g. Will wetlands be crossed in transporting equipment
. to project site? Yes X No
Revised 03/95

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B80028 :1:117.r.NEi: MAINTENANCE UNIT E: 06/22/99
DATA ON E n:I:STJNt:r
------------------------------------------
------------------------
GC1UNTY: :IJIV, : :1:1:rST, : STE<t.CTURE:. NUMBER: L..E::HBTH:
F'AML I C O 62 2
68 008 69 FEET
---------------------------------------
17 --------------------------------
ROUTE CARRIED: FEATURE IN FE RSE::t: TE D:
5R:1343 SOUTH PRONG :BAY RIVER
.. ...... _......._......._ ........ _.. -- ••- -- -- _...... _ ._ .
LOCATED: BRIDOE NAME:
04 H1 , S, JCT, MC55
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BUILT: BY: PI?t:i...J: F?E D, r^?TIi r?r;t:jJ: DESIGN IC1,::,D: __ ................_...-..__.......
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.l....I111.I:;IT
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REHAB: BY: F'E<:i:1& ALIGNMENT: SKEW: LANES:
.................................... 1..1
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SUPERSTRUCTURE,,
TIMBER FLOOR ON 1AMBER JOIST.5
--------------------------------
SUBSTRUCTURE:
. E. BZS8INT, BNS ; TIM. CAP/TI:M. PI LE; CRUTCH $Z ?TIMBER
..............._......................................._............................__...._--_..._.
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FLOOR'. ENCROACHMENTS:
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