NCDOT 168-89 Durham Creek

Permit Class Permit Number
NEW 168-89
STATE OF NORTH CAROLINA
Department of Natural Resources and Community Development
and LAUG
CoastalResources CommissionV989Prn�irp
for
X Major Development in an Area of Environmental Conceff """"�
pursuanttoNCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to NC DOT, DIV. Of Highways, Pt) Box 25201, Raleigh, North Carolina 27611
authorizing development in Beaufort County a±D° � Creek SR1955 bridge rrear Bonner -ton
as requested in the pemuttee's application dated 5/17/89 including,
attached plats, sheets 1-3 of 3 and sheet 4 of 4 dated 1/89.
This permit, issued on \-k111 is subject to compliance with the application (where consistent
with the permit), all applic< 1 eg ations, special conditions and notes set forth below. Any violation of these terms may be
subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) The replacement bridge will be located in accordance with the attached plats.
2) In order to protect anadromous fish, piling placement will not occur between
March 1 and May 31 of any year.
3) Appropriate erosion and sedimentation control devices, measures, or structures
(e.g., silt fence, diversion swales/berms, sand fence, etc.) will be used
to prevent sediment from entering the adjacent wetlands, watercourses and/or
property.
4) A ground cover sufficient to restrain erosion will be provided within 30 work-
ing days of cmipletion of any phase of grading on cut or filled slopes.
5) A permanent ground cover sufficient to restrain erosion will be provided within
the shorter of 30 working or 120 calender days after project completion.
(See, Attached Sheet for Additional Conditions)
This permit action may be appealed by the pemtittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31. 1992
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
George T. E rett, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

NC DOT, DIV Of highways #168-89
Page 2 of 2
ADDITIONAL ODMITIGNS
6) The activity will be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or .construction -
related discharge.
NOTE. The proposed project is certified under General Water Quality Certification
No. 1665 issued on September 19, 1983, for incidental bridge construction.

YI 1
I I rtrr
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
27 June 1989
Mr. John R. Parker, Jr., Chief
Major Permits Processing Section
Division of Coastal Management
Raleigh, North Carolina 27611
Dear Mr. Parker:
The attached copy of an application submitted by:
N.C. DOT
Applicant's Name
George T. Everett
Director
Brid e across Durham Creek Beaufort County
Location of
roject County
X for a State permit to perform excavation and/or fill work in
coastal North Carolina and for a CAMA major development- permit ....
for a CAMA major development permit (only) ....
for a dredge and fill permit (only) ....
has been reviewed by this District Office and is being forwarded to you
along with a Field Investigation Report for further application processing, -
including circulation to State agencies having interest and/or jurisdiction
over the subject matter which might be affected by the project.
The recommendation of this Office is X covered on the
attached; will be forwarde�iater.
Sincerely,
�
Terry Moore, Manager
Washington District
reverse side;
P.O. Box 27687, Pakigh, North Carolina 27611-76U Tekphom 919-733.2293
A. F.., l rl....,..«,. , eta_-<_ A—__

x liit (A)_,.,This.,off d' has'no objection to* the project as proposed.
--- (B-)---This'- offic4 has no comment on the project as proposed.
(C) This office approves of the project (or project -concept) and/or recommends
these minor -refinements for project management.
(D) This office objects to the project and recommends permit denial based
on a finding of:
(1) adverse impacts under G.S. 113-229(e) 1-5 (the dredge and fill
law)as enumerated below:
(e)(1) ... that there will be significant (e)(2) ... that there will be signifi-
adverse effect of the proposed dredg- cant adverse effect on the value
ing and filling on the use of the and enjoyiEnt of the property of
water by the public; any riparian owners;
(e)(3) ... that there will be significant (e)(4) ... that there will be signifi-
adverse effect on public, health, cant adverse effect.on the -con -
safety, and welfare; servation of public and private
water.supplies;
(e),(5) that t iere will be significant
adverse effect on wildlife or
fresh water., estuarine or marine
fisheries.--.
(2) Inconsistency -with .Rules of the Coastal,Resources.Commission
as enumerated in 15 NCAC 7H (or other). Please site rule.
(3) Inconsistency with the local Land Use Plan (please elaborate).
(4) Inconsistency with Rules, Guidelines, or Standards of
this agency or a finding that the project is in conflict
with` other authority or interest as stipulated below.
(E) Attachment. Include memorandum or other documentation that support
findings relating to DI-4; or provide general comments.
Signature
Rn-vl
ate

DIVISION OF COASTAL MANAGEMENT Lat: 350 21' 35"
FIELD INVESTIGATION REPORT Long: 760 51' 07"
1. APPLICANT'S NAME N.C. DOT
2. LOCATION OF PROJECT SITE Beaufort County, Bonnerton Community, - Bridge acro
Durham Creek on SR 1955, no photo
3. INVESTIGATION TYPE- DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 6-14-89
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 6-13-84
, OFFICE Washington
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP None
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: .YES X -NO
(D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED N/A
(F) TYPE OF
EXISTING Bridge
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE.
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
TMha sp 7
Scixpus spp. _ sq
(B) NON -VEGETATED WETLANDS:
(C) OTHER sq• Open water + 1000 ft.
_
(D) TOTAL AREA DISTURBED: + 1050 sq.ft.
8. PROJECT SUMMARY:

Environmental settin
The proposed project site is in the Bonnerton Con¢mmity of Beaufort County at
the bridge across Durham Creek on SR 1955. Durham Creek is a tributary to the
Pamlico River, which averages + 7' in depth and is + 13.0' in depth in the
channel at the bridge crossing. The existing bridge is + 170' in length and
it averages + 5' above the normal water level, thus allowing navigation by small
vessels. The existing filled approaches to the bridge are mostly highground,
however, some narrow fringes of.Typha spp. and.Scirpus spp. have volunteered
at the waters edge on the approaches.
Project proposal
The applicant is proposing to replace the existing deteriorated bridge with a
new bridge. The new bridge will be 210' in length and will be constructed at
the same location as the existing bridge. The new bridge will average + 7'
above the normal water level, therefore, no significant change in vessel
traffic will occur. Class II riprap will be placed beyond the no_17al water level
at both approach ends to secure the slopes.
Environmental impact
The project as proposed should have a minimal environmental impact. + 50 sq.ft.
of wetland vegetation (Typha spp. and Scirpus spp.) which has volunteered on the
existing approaches will be filled. Also + 1000 sq.ft. of open water area will
be filled by the placement of riprap at the toe of the approaches for stabiliza-
tion. A total of + 60 cubic yards of riprap will be placed beyond the normal
water level.
The bridge replacement will not significantly change upland development upstream
of the existing bridge, since no significant change in bridge elevation will
occur.
David L. Gossett - Washington Office - 27 June 1989

I icipated development activities, including construe-
tiorl, excavation, filling. paving. land Clearing, and
stormwater control. If the requested information is
not relevant to your Project, write NIA (not ap-
plicable). Items 1.4 and 8.9 must be completed for
all projects.
Add= P. O. Box 25201.
City Raleigh State Nc
Zip _ 27611 Day phone [phone]
Landowner or X_ Authorized agent
b. Project name (if any) N/A
Landowner,c. If die applicant is not die
address.the owner's name and
-roada. Stz address or secondary
b. City, town, community, or'landmark
Bonnerton
c. County ­_ Be-aufort
d. Is pro work within city limits or planning
uasd ... •
e. Name of body of water nearest
r, - -
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Renlarement of Rridrte
over Durham rreek
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
New Work
c. Will the project be for community, private, or
commercial use?
Public
YU011C '1Tdn5pU1LdLlUI1
a. Size of entire tract N/A
b. Size of individual lots) N/A
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum N/A
d. Soil types) and texture(s) of tract
Road Fill
e. Vegetation on tract Sur-reacinnal Veqefatic
Around Bridge, Open Water 7n Fill Area
f. Man-made features now on tract
Existino Bridge
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult: the local land use
plan.)
Conservation Y Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
L How are adjacent waters classified? SC
j. Has a professional archaeological survey been
carried out for the tract? No
If so, by whom?
now
Complete this section if the project includes any
upland development
a. Type and number of buildings, facilities, or
=uctusrs 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
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation 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?
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement, _
buildings, or rooftops.

.. 35pnair, Or cpivaac, W uc ...w .va LJnVc
sr:ifaces Asphalt & Concrete
IL If applicable, bas a storm*ater management
plan been submitted to the Division of En-
vironmental Management N/A
i. Describe proposed sewage disposal and/or waste
water treatment fadlitiis N/A
j. Have these facilities received state or local
apptovaj? N/A
k. Describe existing treatment facilities.
N/A
w ... ....,.....v_
C. Type of material N/A
d. Does the area to be excavated include marsh-
land, swamps, or other -wetlands?_ N/A
e. High ground excavation, in cubic yards N/A
f. Dimensions of spoil disposal area N/A
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
j.
1. Describe. location and type of 6vibarges to
waters of the state (for examplersutface runoff,
k.
sanitary wastewater, industrial/commercial
effluent, or "wash dowrel. Surface Runoff
1.
M.
n.
m. Water supply source N/A
o.
n. If the project is oceanfront development,
describe the steps that will be taken to main-
p_
rain established public beach accessways or pro
q-
vide neov access. N/A
o. if the project is on the oceanfront, what will
be the elevation above mean sea level of the
fast habitable floor? N/A
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW .
Upland fill
areas
If not, attach a letter granting permission from
the owner.
Will a disposal area be available for future
maintenance? I N/A
If so, where?
Does the disposal area include any marshland,
swampland,'or water areas? N/A
Will the fill material be placed below mean
high water? 'Yes
Amount of fill in cubic yards 60 r _ v _
Type of fill material Rork Fi 1 l
Source of fill material Qlarnz
Will fill material be placed on marsh or other
wetlands? No. Tn Open Water
Dimensions of the wetland to be filled See 6a
How will excavated or fill material be kept on
site and erosion controlled? Floating
Silt Fence, Silt Basins, Etc.
What type of construction equipment will be
used (for example, dragiine, backhoe, or
hydraulic dredge)? Standard Roadway
Construction Eauipment
s. Will wetlands be crossed in transporting equip-
ment to the project site?_ If yes, explain
the steps that will be taken to lessen en-
vironmental impacts.
Along Existin4 Roads
a. Length of bulkhead or rip rap N/A
b. Average distance waterward of mean high- water
or normal water level N/A
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
2

IIW__ -
In addition to die completed application form,, die
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 for-
ward a copy of the deed or other instrianent under
which the owner claims title, plus written permis-
sion 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 8 lh 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 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location reap is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel 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 com-
ments on the proposed project to the Division of
Coastal Management, The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name See Attached Sheet
Address
Name_
Address
Name_
Address
for work on the project trace Include permit -
numbers, permittee, and issuing dates.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at -
each a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.GS. 113A-1 to 10).
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North- • , m.
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 ap-
plication and follow-up monitoring of project.
This is the day of A
19--,b—q.
X
1-an owner or uthorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
3

�iyji�i�•�1jr� �'r�
Est �t �1t
COUNTY• •
SCALE —
1 G 1 L L
x•, ili •,; �" "
i
11 I
1141
-v° VM1,k S yy 1.
j
1112
SITE
j L.,
t �yeT O. L v B E A C H A M J.
im S A Y A N N A
)�IU° Ito! lsi • I°...
ItMM
Itli
Gods
ItiG 0
v �
- w1
cu
all /
PROJECT VICINITY MAP
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT 8.2150401 B-2003
PROPOSED BRIDGE REPLACEMENT ON
SR 1955 OVER DURHAM CREEK
SHEET \ OF 3 JAN. 1989

W.E. MILLER
0
W.E. MILLER
I/COUNTY OF/
h BEAUFORT
DRAINAGE AREA•-2B---SQMI
AVE FLOW.-3.I-CFS
LEON D.BONNER,II!
aM
DURHAM CREEKcn \ N
O
PROPOSED BRIDGE
PROPOSM FILL SLOPEir—
EXISTING BRIDGE
DURHAM CREEK
-SCALE, f - wd'
TEXAS GULF SULFUR CO.
— DENOTES FILL IN OPEN WATER
AREA OF FILL IN OPEN WATER . I000 _I SQ. FT.
FILL BELOW WIT 60 CY
TOTAL FILL 3600 CY
n

PPOPOSED FILL
TIMBER BULKHE
xz zz z
m o0
t=]rro4 n
HwOti1
in to 0 tl
to W H H'
U WCt-J
�0 m Hh1
t*]St1NQul Hy
'.d H F--. h i O
o tjLnozo
h1t1m
[ts]�HO�
o hJ
U��rOx�
2 n1 >
i H
%D N H
co O O z
zw
�-EXISTING FILL -10
BOCK FILL � _
-5
AD
MHT
M f:i T-" _� ►asL.
SECT[ON A -A
�=DENOTES FILL IN OPEN WATER
020' 40
SCALE: mamma
HOROZONTAL
0 1020'
VERTICAL

,i - G 1540 ' ..10 16+i 0 I 17 + i 0
. so
S"A 15+B6
5 C@ 47 Coxva 'LA9
GY. G:;Hve CL. 1,18 co, SKEW
10 PROPOSED BRIDGE - EXISTING BRIDGE
ic
RIPRAP
.47 ` RIP RAP--1
-10
EnInroro '
�oz x
�D Z
W
tA
� M µ_ ._.. S EXISTING 13ED -
1 . 1CAL"E fd H „ , , PROPOSED 13R. PILES-
0 —
� :HORIZONTAL,., I =30
VERTICAL: I" = 10 EXISTING BR. E PILES
Oj Uri H
N
x°
o.
� 00 •
.x W