NCDOT 112-90 Pamlico River

Permit Class
Permit Number
NEW
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and
Coastal Resources Commission
Prntit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to
112-90
E
:62
71190
,7 .-..�
I,
tuthorizing development' n Beaufort CountyatBridge #318 on SR 1323 on an
of the Pamlico River as requested in the permittee's application dated
vicinity mans and oro.iect sites, 1, dated 11/89, and plan view and cross -
This permit, issued on August 8, 1990 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, 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) To ensure flow will remain unchanged or unrestricted, the pipe arch will be
installed in such a manner that water depth inside the structure will be equal
to or greater than that in the adjacent stream channel.
2) No excavated or fill material will be placed at any time in wetlands or waters
outside of the alignment of the fill area indicated on the plats described
above.
3) The temporary placement or double -handling of excavated or fill materials within
waters or vegetated wetlands is not authorized.
4) The slopes of the fill will be at an angle no steeper than 1-1/2 horizontal : 1
vertical.
5)
Appropriate erosion and
sedimentation control
devices, measures, or structures
(See attached
sheet for Additional
Conditions)
This permit action may be appealed by the permittee 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. 1993
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 DEHNR and the
Chairman of the Coastal Resources Commission.
Roger" . Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

MAY .. .
>,.... � 0 4 1990
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
2 May 1990
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
Bridge 318 on SR 1323 Beaufort
Location�roject oun y
George T. Everett
Director
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 covered on the reverse side;
X attached; will be forwardeTlater.
Sincerely, )')
A/ �("VV
Terry Moore, Manager
Washington District
po Box 27687, Rakigh, Nonh Carolim 27611.76U Tekphom 919-733.2293

F1
(A) This office has no objection to the project as proposed.
(B) This office 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.
(See attached sheet)
(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 enjoyment of the property of
water by the public; any riparian owners;
(e)(3) ... that there will be significant
adverse effect on public health,
safety, and welfare;
(e)(4) ... that there will be signifi-
cant adverse effect on the con-
servation of public and private
water supplies;
(e)(5) that there 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 D1-4; or provide general comments.
bignature
.S-a-QO
ate

N.C. DOT - Bridge No. 318
Beaufort County
COAIDITIONS
(1) No wetlands will be excavated and/or filled.
(2) The temporary placement or double handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
(3) No excavated or fill material will be placed at any time in any marsh or
surrounding waters outside of the alignment of the fill area indicated on the
work plat(s).
(4) In order to protect water quality, runoff from the construction area must
not visibly increase the amount of suspended sediments in adjacent waters.
Raleigh W. Bland - Washington Office - 2 May 1990

S
DIVISION OF COASTAL MANAGEME
FIELD INVESTIGATION REPORT
Lat: 35' 29' 42"
Long: 76' 58' 56"
1. APPLICANT'S NAME N.C. DOT
2. LOCATION OF PROJECT SITE_
unnamed tributary on the nor
3. INVESTIGATION TYPE: DREDGE & FILL_
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 27 April 1990
(B) WAS APPLICANT PRESENT NO
.e wlisi
CAMA X
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 25 April 1990
OFFICE Washington
an
12
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Transition
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP Transition
areas have been designated to reflect existing intensive development and areas
7t - .,,,,+., },ol ; cvoc ara annrnnri ate to accommodate future development of fairly high
(B)v AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS:-X— OTHER
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC X PRIVATE —
COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING NA
PLANNED NA
(F) TYPE OF STRUCTURES: EXISTING,
PLANNED 66" by 51" pipe arch fox
(G) ESTIMATED ANNUAL RATE OF EROSION NA SOURCE
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
NA
(B) NON -VEGETATED WETLANDS:
NA
(C) OTHER:
Tributary bottan
(D) TOTAL AREA DISTURBED:
site preparation.
8. PROJECT SUMMARY: The appl
with a double 66" by 51" pipe
Pr -Al
1680 sa.ft.
1680 sq ft of tributary bottom and associated
is

Project setting
The applicant's project is located in Beaufort County on SR 1323 at the crossing
of N.C. DOT Bridge No. 318 over an unnamed tributary on the north side of the
Pamlico River. The tributary averages 20' wide, 3'' deep, and has a vertical
clearance of 2' between it and the bottom of the existing bridge. As a result
of the 2' vertical clearance, navigation of the tributary is restricted at this
point. on the day of the onsite inspection, the entrance of the tributary
was shoaled over with a sand bar. The sand bar blocking the entrance is typical
of the shoaling that occurs in the area and in my opinion will come and go as
conditions dictate. The area upstream of the site consists of a wooded swamp
on both sides. The area downstream of the site consists of developed properties
with existing single family residences and bulkheads. The adjacent coastal .
waters are classified as SB-NSW by the N.C. Division of Environmental Management.
Project description
The applicant is proposing to replace the existing bridge with a double 66" by
51" pipe arch. The total fill area, including the pipe arch and associated
site preparation, will be 28' long by 60' wide and will require approximately
130 cubic yards of backfill to establish a stable footing. The area will be
mucked prior to the placement of the pipe arch. All mucked out material will
be transported offsite to a highground disposal area. The project will not
restrict navigation any more than the existing bridge.
Anticipated impacts
The project as proposed will result in the filling of 1,680 sq.ft. of tributary
bottom. There will also be some local short term turbidity associated with this
project.
Raleigh W. Bland - Washington Office - 2 May 1990

Fleast type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
North Carolina Department o a Transpor ion
a. Name L. R. Goode, Ph.D.. PE
Address P. O. Box 25201
City Raleigh State
fm
Zip 27611 Dayphone [phone]
Landowner or X Authorized agent
b. Project name (if any)
N/A
c. If the applicant is not the landowner, also give the
owner's name and address.
See Permit
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
SR 1323
b. City, town, community, or landmark
Washington, NC
C. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Pamlico R,lry
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, manna, bulkhead,
or pier). Bridge ReplaceMr, �
If you plan to build a marina, also complete and
attach Form DCM-1vfP-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?
Community
d. Describe the planned use of the project.
Ruhlic Trancpartation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
b. Size of individuallot(s)
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract N/A
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
tJ I-i'
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
4/89

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed N/A
b. Number of lots or parcels
N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
N/A
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
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 Nyeeived state or local approval?
k. Describe existing treatment facilities.
N/A
in. Water supply source Storm Water
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways 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 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NW-)
Boat basin
Other (break-
water, pier, Site
boatPrepa—
ramp, ration
ration
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
28' 60' *0'
28' 60' 11
b. Amount of material to be excavated from below
water level in cubic yards *30'+
c. Typeofmaterial Muck
d. Does the area to be excavated include marshland,
1. Describe location and type of discharges to waters of swamps, or other wetlands?
the state (for example, surface runoff, sanitary Yes Bottom Substrate
wastewater, industrial/commercial effluent, "wash down). Surface Runoff e. High ground excavation, in cubic yards
None
*0.5'+ if excavation for pipe bedding is required.
4/89

f. Dimensions of spoil disposal area
To Be Truck Hauled to High Ground off Site
g. Location of spoil disposal area
Above Wetlands
IL Do you claim title to the disposal area? N/A
If not, 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 marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fill in cubic yards 130
m. Type of fillmaterial Sand & Stone
n. Source of fill material
Local Borrow Pit
o. Will fill material be placed on marsh orother
wetlands? Yes 7
p. Dimensions of the wetland to be filled
28' x 60' Site Prep.
q. How will excavated or fill material be kept on site
and erosion controlled?
By Stringent Erosion
Control Methods
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Dragline Back Hoe,
Dumo Truck
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 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water or
normal water level N/A'
c. Shoreline erosion during preceding 12 months, in
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
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and 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.
4189

Name Henry Hodges
Address 320 Sunnyside Dr.
Washington, NC 27889
Name James J. Lowry
Address 316 Sunnyside Dr.
Washington, NC 27889
Name Lee E. Knott, Jr.
Address P. O. Box 548
Washington, NC 27889
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 $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
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 ap-
proved Coastal Management Program and will be con-
ducted 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 W day of
x L 2 /AcIL
Landowner or Authorized agent
4 4/89

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Q6__ BEDFi 93B DIVISION OF HIGHWAYS
60Cli ,EAR —� BEAUFORT CO
TRIB. PAMLICO RIVER
BRG.318 ON SR 1323
BRG. REPLACEMENT
SHEET OF 11-89