19920371 Ver al_Complete File_19920824

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1
State of North Carolina
Department of Lnvironment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Howard, Jr., P.1
William W. Cobey, Jr., Secretary August. 24, 1992 Acting Director
Mr. Barney O'Quinn
Planning and Environmental
NC Department of Transportation
PO Box 25201
Raleigh, NC 27611-5201
Dear Mr. O'Quinn:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bridge replacement, #73 on SR 1518
Project # 92371
Bertie County
Attached hereto is a copy of Certification No. 2773 issued
to NC Department of Transportation dated August 24, 1992.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
Preston award, Jr. P.E.
Attachments
cc: Wilmington District Cotes of Engineers
Corps of Engineers Washington Regional Office
Washington DEM Regional Office
Mr. John Dorney
Mr. John Parker
Central Files
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston SaIrni
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395 :3900 919/896 1007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Afftrmarive Action Employcr

NORTH CAROLINA
Bertie Countv
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 NC Department of Transportation pursuant to an application
filed on the 11th day of July 1992 to replace bridge # 73 at SR
1518.
The Application provides adequate assurance that the
discharge of fill material into the waters of unnamed tributary
to the Roanoke River in conjunction with the proposed bridge
replacement in Bertie 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:
1. 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 (increases such. that the
turbidity in the Stream is 25 NTU's or less are
not considered significant).
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 Permit.
This the 24th day of August, 1992.
DIVISION OF ENVIRONMENTAL MANAGEMENT
qrL-DG1
eston Howard, J1. P.E.
WQC# 2773
d?w No
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Govemor
William W. Cobey, Jr., Secretary
MEMORANDUM
TO:
FROM:
SUBJECT:
3 August 1992
Mr. A. Preston Howard, Acting Director
Division of Environmental Management
John R. Parke, Chief
Major Permits Processing Section
CAMA/DREDGE & FILL Permit Application Review
Applicant: North Carolina Department of Transportation

Roger N. Schecter
Director
RECEIVED
WASHINGTON OFFICE
AUi: u 4 1992
D.EM. E
Project Location: Bridge No. 73 on SR 1518 in Bertie County
Proposed Project: Replace existing bridge with two corrugated steel pipe arches
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 24 August 1992. If you have any questions regarding the proposed
project, please contact Ted Tyndall at 946-6481. 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.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects
Signed to the project for reasons described in the
attached comments.

Date 61 J /? I
Box 1507 • Washington. North Carolina 27889 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRE
SECRETARY
ly 9, 1992
Office of Coastal Management
Department of Environment, Health and
Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Bertie County, Proposed Replacement of Bridge 73 on
SR 1518.
The North Carolina Department of Transportation proposes
to replace bridge 73 omer a unnamed tributary to the Roanoke
River on SR 1518 in Bertie County. The proposed action will
involve replacing the existing timber frame bridge structure
with two (2) 103" x 71" corrugated steel pipe arches
(C.S.P.A). The replacement of Bridge 73 is necessitated by
concerns over the structural integrity of the existing
bridge. This bridge replacement will take place on existing
alignment, and no detour through existing wetlands is
proposed. The proposed action calls for removing the
existing bridge, excavating to approximately 3 feet below
ordinary high water, placing the two pipes in position,
filling in the area around the pipes, and grading and paving
the new crossing. NCDOT is not proposing to pave any of the
dirt roadways leading to the paved approaches on either side
of the bridge.
The proposed activity will lead to a loss of
approximately 0.03 acres of wetland habitat. Representative
species in the area include royal fern, chain fern,
greenbriar, sweetgum and cypress. Best management practices
will be implemented to attempt to minimize the amount of
wetlands impacted. As was discussed with Mr. Ted Tyndall of
your Washington field office during a July 1, 1992 site
visit, silt fences will be placed both above and below the
construction site to limit sedimentation impacts.

"`"? ° 23
X-7 I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORT 10
P.O. BOX 25201
rnU
'LEIGH 27611-5 1
` ? DIVISION OF HIGHWAYS

NCDOT is requesting that the proposed work be authorized
under the appropriate Coastal Area Management Act (CAMA)
permit. By copy of this letter, we are also requesting
issuance of a 401 Water Quality Certification from the N.C.
Division of Environmental Management and a Section 404 Permit
from the Army Corps of Engineers. Included for your
information is a permit application and permit drawings (2
pages). A processing fee of $250 will be forwarded to your
office within the next week. If we may be of further
assistance, or if you require any additional information,
please contact Doug Huggett at [phone].
Sincerely
BJ. 'Qu' n, P.E.
Assistan Branch Manager
Planning and Environmental Branch
cc: Mr. Terry Moore, DCM Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Don Morton, P.E., Highway Design Branch
Mr. A.L. Hankins, P.E., Hydraulics
Mr. John Smith, P.E., Structure Design
Mr. W.D. Johnson, Roadside Environmental
Mr. C.O. White, P.E., Division 1 Engineer
Mr. Jimmy Lee, P.E., Bridge Maintenance Unit
I -(

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GILLAM FAeMING INC.
223 66wrorrt RP.
MARY MITCHELL
CLAY
WfAV0S01R I N.C. ' 4 552 US 131"1 5.
2
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SCALE: /:Sa'AI%U.
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EXISTING GEADE 90° SKEW
4Q,0 01?4. X7 F-
N.G,cr 01-WEL. 496.3
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490 --
ELEVS. ARI ASSvMED TJATi1M SEcT1oN kA'-A ?
me: 11.50,
?ySA 24 19
I? lPro,;f 71'
.
300 6260
NLO WALL ff4 o
-' PT'1-rTTTT11 t ?-? ?
O N W EL. 496.3
BE0 a. 493.3 -4116-
-a 05 64M.0
5o O &0,
----moo
DENOTES FILL f3E 1.avJ 011(A/.
FILL &W 1QN.K/. - 1170- YP-T
TOTAL FILL-, 486 Cd YO S.
,EXCAVA7 7D MQ7EVAL = 2X W.YPS.
D.A.= 2.2 s4. H1.
AVER. DAILY FLOW - 2.4 CFS
F Z L L T A/ werwDs = o om&,
N.C. DEPT. OF TRANS.
DIVISION OF HIGHWAYS
BERTIE CO.
REPLACEMENT BRG#073
ON SR1518
SHEET 2 OF 2 5-92
0
Please 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 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name NCDOT ATTN: B.J. O'Quinn, PE
Address P.O. Box 25201
CityRaleigh State N.C,
Zip 27611 Dayphone(919) 733-9770
Landowneror Authorized agent
b. Project name (if any) Replacement of Bridge 73
on SR 1518
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
_qR 191.8
b. City, town, community, or landmark
Woodard
c. County B
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Unnamed trib to.-Roanoke River
3 DESCRIPTION AND PLANNED USE
OF 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 transportation
d. Describe the planned use of the project.
public transportat??+.+
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract none
b. Size of individual lot(s) none
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Elevations on plats are assumed datum
pprox, tract Elev. =+/- 9.0 ft
d. Soil type(s) and texture(s) of tract
sandy loam and muck
Vegetation on tract ?pland and wetland typ_
(ie. sweetgum, cypress, royal fern chain fern
greenbri.ar)
Man-made features now on tract bridge and roadway
g. What is the CA1'v1A Land Use Plan Classification of
the site? (Consult the local land use plan.)
-X_ Conservation Transitional
Developed Communitv
Rural Other
h. How is the tract zoned by local government?
No zoning ordinance
i. How are ad agent waters classified?
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkycad, J. Has a professional archaeological survey been
or pier). Replace existing bridge with pipes carried out for the tract? no If so, by whom?
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed ?n1n? Yea C S p A
b. Number of lots or parcels.. N/A
c. Density (Give the number of residential units and the
units per acre.)_ N/A
m. Water supply source None
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
d. Size of area to be graded or disturbed
50'x40'
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/q
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
f. Give the percentage of the tract within 75 feet of a. Describe below the purpose of proposed excavation
mean high water to be covered by impermeable or fill activities (excluding bulkheads, which are
surfaces, such as pavement, buildings, rooftops. covered in Section 7).
Approx 29% Length Width Depth
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MLW) or (NWL) ?-
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?
. 1.
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"). Surface runoff along roadway
2
Boat basin
Other (break-
water, pier, Excavatio
boat ramp, prep. wor
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
50' avg. 40' avg 3' avg inus
stream hanne
(50' a vqq x,:201
avg x 2'avg)
50' avgl 40' av
b. Amount of material to be excavated from below
water level in cubic yards 144 cy (50' avgx40' avgx3' avg
minus 50'avgx20'avgx2'avg stream channel)
c. Type of material sand and-muck
d. Does the area to be excavated include marshland,
sWps,g?er wetlands?
c. High ground excavation, in cubic yards
56 CY
3/91
f. Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months, in
Site yet to be determined feet N/A
g. Location of spoil disposal area
Approved upland site to be determined
h. Do you claim title to the disposal area? unknown
If not, attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? unknown
If so, where?
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 rill in cubic yards 117 CY
in. Type of Fill material stone, sand, clay, etc.
n. Source of fill material local borrow pit
o. Will fill material be placed on marsh or other
wetlands? yes, swamp
p. Dimensions of the wetland to be idled
25'(avg) x 50'(avg)
q. How will excavated or fill material be kept on site
and erosion controlled?
stringent erosion control methods
r. What type of construction equipment will be used
(for example, draaline, backhoe, or hydraulic
dredge)? backhoe, dumptruck
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
Headwall width
a. Length ofbvHcllcsc#erfiprsp Approx. 40'
Headwall location
b. Average distancc_waterwardiofineanhigb watctor
normal w- terlcvcl end of pipes
3/n 1
d. Type of bulkhead material Crete
e. Amount of fill, in cubic ygrc s-, to be placed below
mean high water
f. Type of fill material N/A
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. Bluc-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.
Name
Address 9 CERTIFICATION AND PERMISSION
Name Gillam Farming, INC.
Address 222 Cnnintte Rd
Windsor. NC 27983
Name _ Mary Mitchell Clay
Address 5.92 IIS 1.117 S
Windsor. NC 27983
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
pennittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
4
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 day of ./d't.. ` , 19 9 L
X%?
Land ncr or Authorize agent
3/91
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P 067 765 010
Receipt for
Certified Mail
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(See Reverse)
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July 9,
1992

P 067 765 009
Receipt for
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0 North Carolina Wildlife Resources Commissim 0
512 N. Salisbury Street, Raleigh, North Carolina 27604-118 - "u
Charles R. Fullwood, Executive Director
9
MEMORANDUM
TO: John Dorney
Water Quality Planning
FROM: Dennis L. Stewart, Manager
Habitat Conservation Program Auu? v
DATE: August 8, 1992
SUBJECT: 401 Water Quality Certification: NCDOT Proposed
bridge replacement of Bridge 73 on SR 1518, Bertie
County.
The Wildlife Resources Commission has reviewed the subject
application and biologists on our staff are familiar with habitat
values of the project area. Our comments are provided in
accordance with provisions of the Fish and Wildlife Coordination
Act (48 Stat. 401 as amended; 16 U.S.C. 661-667-d) and the
Coastal Area Management Act (G.S. 113A-100 through 113A-128).
The applicant, N.C. Department of Transportation, is seeking
authorization to replace a timber frame bridge structure with two
10311x 71" corrugated steel pipe arches over a tributary to the
Roanoke River. This replacement is necessitated by concerns over
the structural integrity of the existing bridge. This
replacement will take place on existing alignment, and no detour
through existing wetlands is proposed.
The proposed activity will result in the loss of .03 acres
of wetland habitat through dredging activities and potentially
could have impacts on fisheries. We recommend that since this is
a possible river herring spawning area, that culvert inverts be
placed below grade to not block possible herring migration.
Thank you for the opportunity to review and comment on this
application. If we can provide further assistance, please call
on us.
cc: David Rowe, District 1 Wildlife Biologist
To: John Dorney
?Pl#nning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CANA MAJOR PERMIT APPLICATION REVIEW
WaRO PROJECT # 9a o SS-?--
REVIEWER: SAWYER
WQ SUPERVISOR: T ORPE
DATE : ix WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PE IT N .: COUNTY: f
PROJECT NAME : NG POT : 7
PROJECT TYPE: PERMIT TYPE /COE
COE #: DOT#:
RCD FROM CDA: (or-) DATE FROM CDA: `1'x0$dv
REG OFFICE: WaRO RIVER AND SUB 8 SIN#; iZ6 A
*STREAM OR ADJACENT WATER BODY: 4T .& c' ooo^oA? iZ••??--? 2??"
CLASS: e• S"> STREAM INDE
*OPEN OR CLOSED:
2-
WL IMPACT: b00 WL TYPE: D
WL REQUESTED: oe61s' WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: 7- TING SHEET ATTACHED?:
RECOMMENDATION: SSUE ISSUE/COND DENY
STORMWATER PLAN REQ' D : IF YES, DATE APPROVED:
PROJEjC?TDESCRIPTION:
j3,...',Q? ??•?-..? w /? e??? `-`??
d,w ? Y V
WATER QUALITY CERT. 401
CERT. REQ'D:
IF YES, TYPE
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TAgNl?
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: /®doWETLAND: /606
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
IS DREDGING ACTIVITY E FyCTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? a060fit
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARIN
ARE THE FOLLOWING ADEQUATELY ADDRESSED? ,/
SEWAGE DISPOSAL: MARINA SERVICES: l
OXYGENINBASIN: CLOSURE OF SHELLFISHING WATERS:
Page,TWo
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
cc: Central Files
Washington Regional Office Files
DCM-John Parker
Elizabeth City
Morehead City
Washington
COE:Washington Field Office
vv Al :.
DIVISION OF IRONMENTAL MANAGEMENT
MEMORANDUM
TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews vn-NOO for Stormwater Review
Project: 1
Project No.: C-
1
Date Received: (? W1 'Y -?L-
a-1 Date Comment: A -t- A Description of Pro
S,e,e- ject: Q
4-t`?/
Comments:

INC DOT
Bridge No. 73
Bertie County
Project Setting
The North Carolina Department of Transportation (NCDOT) proposed bridge
replacement site (No. 73) is located on SR 1518 approximately 1.3 miles east of
SR 1521 at the crossing of an unnamed tributary to the Roanoke River in Bertie
County, North Carolina. The bridge is bordered on both sides by wooded swamp.
The canopy of the adjacent area is co-dominated by bald cypress Taxodium
distichum and sweet gum Liquidambar styraciflua. Prevalent shrubs include
sweetgum and red maple Acer rubrum. Herbaceous species include greenbriar Smilax
rotundifolia, royal fern Osmunda regalis, chain fern Woodwardia areolata, and
various grasses. The site is approximately 9' above mean sea level. This small
tributary is classified C by the Environmental Management Commission.
Project Description
NCDOT proposes to replace th bridge with two (2) 103" by 71" corrugated steel.
pipe arches (C.S.P.A.). An area approximately 50' by 40' will be excavated to
3 feet below ordinary high water, the pipes placed into position, and the area
around the pipes filled. Concrete bulkheading is proposed in order to retain the
fill. Approximately 1000 ft2 of swamp and 1000 ft2 of creek bottom will be
filled during the project. Spoil material will be transported to an undetermined
approved upland site.
Anticipated Impacts
The project as proposed would result in the loss of approximately 1000 ft2 of
swamp and 1000 ft2 of creek bottom. Localized turbidity would occur as a result
of mucking out and filling activities. Silt fences are proposed to minimize the
impact of sedimentation. The replacement of the existing bridge with the two
C.S.P.A. would impact navigation (although already limited due to size of the
creek) upstream of the crossing. Approximately 0.03 acres of wetland habitat
would be lost.
M. Ted Tyndall - Washington Regional Office - 3 August 1992
i
DIVISION OF COASTAL, MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME NC DOT
2. LOCATION OF PROJECT SITE Bridge No. 73 on SR 1518 in Bertie County over an
unnamed tributary on the north side of the Roanoke River.
PHOTO INDX: 1989: _ N/A 1984: N/A
STATE PLANE COORDINATES : X : 2 , 616 , 800 Y : 791 , 000
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 24 March 1992 1 July 1992
(B) WAS APPLICANT PRESENT No yes
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 16 July 1992
OFFICE Washington Regional Office
W 6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Bertie County
LAND CLASSIFICATION FROM LUP_ Project ;s being reviewed by DCM
Planning Staff for consistency.
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS -X
ESTUARINE WATERS X 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 STRUCTURES: EXISTING Bridge
PLANNED Replace bridge with 2 -103" by 71" corrugated steel pipe arches.
(G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE Applicant
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Swamp 1000 f t 2
1000
ft
2
(B) NON-VEGETATED WETLANDS:
Creek bottom 1000 ft2 1000 ft2
(C) OTHER:
(D) TOTAL AREA DISTURBED: 2000 ft2 2000 ft2
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: C OPEN: YES NO X
8. PROJ ECT SUMMARY: The applicant proposes to replace an existing bridge
with two corrugated steel pipe arches.
A w STATt o
.? aw..er.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
July 9, 1992
Office of Coastal Management
Department of Environment, Health and
Natural Resources
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
SUBJECT: Bertie County, Proposed Replacement of Bridge 73 on
SR 1518.
The North Carolina Department of Transportation proposes
to replace bridge 73 over a unnamed tributary to the Roanoke
River on SR 1518 in Bertie County. The proposed action will
involve replacing the existing timber frame bridge structure
with two (2) 103" x 71" corrugated steel pipe arches
(C.S.P.A). The replacement of Bridge 73 is necessitated by
concerns over the structural integrity of the existing
bridge. This bridge replacement will take place on existing
alignment, and no detour through existing wetlands is
proposed. The proposed action calls for removing the
existing bridge, excavating to approximately 3 feet below
ordinary high water, placing the two pipes in position,
filling in the area around the pipes, and grading and paving
the new crossing. NCDOT is not proposing to pave any of the
dirt roadways leading to the paved approaches on either side
of the bridge.
The proposed activity will lead to a loss of
approximately 0.03 acres of wetland habitat. Representative
species in the area include royal fern, chain fern,
greenbriar, sweetgum and cypress. Best management practices
will be implemented to attempt to minimize the amount of
wetlands impacted. As was discussed with Mr. Ted Tyndall of
your Washington field office during a July 1, 1992 site
visit, silt fences will be placed both above and below the
construction site to limit sedimentation impacts.
r
NCDOT is requesting that the proposed work be authorized
under the appropriate Coastal Area Management Act (CAMA)
permit. By copy of this letter, we are also requesting
issuance of a 401 Water Quality Certification from the N.C.
Division of Environmental Management and a Section 404 Permit
from the Army Corps of Engineers. Included for your
information is a permit application and permit drawings (2
pages). A processing fee of $250 will be forwarded to your
office within the next week. If we may be of further
assistance, or if you require any additional information,
please contact Doug Huggett at [phone].
Sincerely,.,
B-J. 'Qu' n, P.E.
Assistan Branch Manager
Planning and Environmental Branch
cc:(f''l. Terry Moore, DCM Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Don Morton, P.E., Highway Design Branch
Mr. A.L. Hankins, P.E., Hydraulics
Mr. John Smith, P.E., Structure Design
Mr. W.D. Johnson, Roadside Environmental
Mr. C.O. White, P.E., Division 1 Engineer
Mr. Jimmy Lee, P.E., Bridge Maintenance Unit

Please 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 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name ; NCDOT ATTN: B.J O'Quinn, PE
Address P.O. Box 25201
CityRaleigh State N.C,
ZiP 27611 Day phone (_919) 733-9770
Landowner or Authorized agent
b. Project name (if any) Replacement of Bridge 73
on SR 1518
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
C.
2 LOCATION OF 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 transportation
d. Describe the planned use of the project.
Puplic transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract none
b. Size of individual lot(s) none
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Elevations on plats are assumed datum
pprox. tract Elev. =+/- 9.0 ft
Soil type(s) and texture(s) of tract
sandy loam and muck
d
a. Street address or secondary road number
SR 191
R e
b. City, town, community, or landmark
Woodard f
c. County... Be ;
g•
d. Is proposed work within city limits or planning
jurisdiction?_ No
Ve?ctation on tract and and wetland types
(le. sweet um, cypress royal fern chain ferr
greenbriar)
Man-made features now on tract -bridge and roadway
What is the CA,'VIA Land Use Plan Classification of
the site? (Consult the local land use plan.)
X_ Conservation Transidonal
e. Name of body of water nearest project Developed Community
Unnamed trib to Roanoke River Rural Other
h. How is the tract zoned by local government?
3 DESCRIPTION AND PLANNED USE No zoning ordinance
OF PROPOSED PROJECT i. How arCe adjacent waters classified?
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead, ?• Has a professional archaeological survey been
or pier). Replace existing bridge with?ipes carried out for the tract? no If so, by whom?
3/91
•
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed ?fla102"Y71" C S P /l
b. Numbcr of lots or parcels N/A
m. Water supply source None
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
50'x40 o
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
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
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.
Approx 29%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
spha It
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/
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down")._ Surface runoff along roadway
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, Excavatio
boat ramp, prep. wor
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
--T

'50' avg. 40' avg 3' avg
stream
(50'avgg
avg x z
50' avg 40' av

inus
hanne
x.: 20'
'avg)
b. Amount of material to be excavated from below
water level in cubic yards 144 cy (50' avgx40' avgx3' avg
minus 50'avgx20'avgx2'avg stream channel)
c. Type of material _ -qand and muck
d. Does the area to be excavated include marshland,
s ps',gAer wetlands?
e. High ground excavation, in cubic yards
2 3/91
•
f. Dimensions of spoil disposal area
Site yet to be determined
o. Location of spoil dispposa) area
Approved uplaN site to be determine
h. Do you claim title to the disposal area? unknown
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? unknown
If so, where?
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 117 CY
m. Type of fill material -stone, sand, clay, etc.
n. Source of fill material local borrow pit
o. Will fill material be placed on marsh or other
wetlands? yes, swamp
p. Dimensions of the wetland to be filled
25'(avg) x 50'(avg)
q. How will excavated or fill material be kept on site
and erosion controlled?
stringent erosion control methods
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? backhoe, dumptruck
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
meaowall width
a. Lengttr0fbtl1khc:idorriprap Approx. 40'
Headwall location
b. Nv-cragc.distancc waterwarciofnir uLllibh -?matcror
normal wawzJr-vc1 enri of Rip"
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material C.,t)'Mrete
e. Amount of fill, in cubic ygrc s, to be placed below
meanhigh water
f. Type of fill material ' N/A
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.
3/91
s
Name
Address
Name _ Gillam Farming, INC.
Address 22q rnni ntta Rri
r
Windsor NC 27983
Name Mary Mitchell Clay
Address 5.92 111; 1317 S
Windsor, NC 27983
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a 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 mariner 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.
19
This is the day of ./d !L:?t
X a- Land ncr or Authorize agent

3/91
• •
P 067 765 010
Receipt for
Certified Mail
No Insurance Coverage Provided
n?uu?wovr:r Do not use for International Mail
(Sue Reversu)
C
C
C
O
Do
M
E
0
LL
N
CL
$di,h
??lam Farming, Inc.
1?,y j,d
[[ oniotte
Road
P ( Slate and 111, Code
I?indsor, N.C.
27983
Postage $
Ce,I,I,ed I've
Soeewl Delivery ree
Heslncted Dchvuly Fen
netunl Heclnpl Showing
to Whnm & Dale Duhvered ,
,
Return Hm:ool Showing w Whmn•
Dale, and Addressee's AddmSs
IOTAI. Postage
& Fees
POSletdlk or Date
July 9,
1992
tl
P 067 765 009
Receipt for
Certified Mail
No Insurance Coverage Provided
w ...r Do not use for International Mail
(See flevcrse)
-s, Mary Mitchell Cla
ber•r•I ,net r???
552 LIS-11/17 s
,• ? I $Idl?• ,urd /11' lUdr

(; clldu•d I c?:
SI ir•r wl Ili fivery rv -
Ih?tiuen•d II„o.?•?y I.•.•
Hcluni Ilcregfl Shuwunl
In Whom W Dal" DI•Iwr....I
III'llen Ili•r i??ld `?hirwini, l.- WI llrl
I(1rAt Pq'•t.IgC
K I"..,
PoSlnlalk of Dah:
July 9, 1992
C
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tp
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7 UL
Roi. S TE Q
S? N.C. DEPT. OF TRANS.
DIVISION OF HIGHWAYS.
BERTIE CO.
SCALE. ?N MILES ,d+ REPLACEMENT BRG#073
: ON SR151S
SHEET 1 OF 2 5-92

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'SDI GYP2ES5
111/eODs r l
\
\
\ -?
` Wee D T
Q
GILLAH FAeMING INC.
,22-3 CD/Vt or n Ro.
M tn{ MITCNElI GAY
1?rNDS02 N. C,
' I
' t ? : } 4- 552- US 13%'1 S.
798 3
2 / WIND 502. 11/ G,
_
5R I s?g ? _
- - ? z?set
-? - -
?S Se?? p^v AWED Zs

E? Q a
r
WC?DS H
( V106 v s

G'/? )WPAIIA/G
/itlC 1
?I
-
MAW Kl
rC-HELL CLAY
11
! ?
tCb Z-1?
3+00
SCALE: /:.sa'toU.
VEICr
tX 7
2-e- 103
1' C.5.P.A•
1=Xl5TING G4lll) 90° SKEW
mo. XT
tr ?
NG ` ? - - -r - ? QH.1n/ EL. 496.3
.

440 --- I
---49o
ELBE. ARI: AS5vmED PATum SEL?"ION A-A•
SCALE: , cso'?b[z SEGT1otJ'I3'g
1. ?O'vr?rr. ?`?C?
DENOTES FILL 13EL6vJ 011LA/.
.SL{ 24 19
uro''i 7>'' ?LL C?LOLVQN.4?s //7(i(,/. 1?S
TOTAL FILL- 480 Cl1 YDS.
62020 6200 - EXCAVATED AM7EX/AL = 2M a/YPS.
f/fADW?ct ,P a D.A.= 2.2 sat. NI.

-
- -
AVER. DAILY FLOW - z A CFs
?- -
--
-- _
F I L L rN wrrmND? - d om&.
ON W EL, 446.3
'}9d BED EL. 493.3 49a - N.C. DEPT. OF TRANS.
a5X GLADE DIVISION OF HIGHWAYS
BERTIE CO.
REPLACEMENT BRG#073
I
( I ON SR1518
,
0 SHEET 2 OF 2 5-92
II
N. C. ARTMENT OF TRANSPORTATION
DATE
TRANSMITTAL SLIP -Yt A149 M2
TO: ?mn`,
T\ REF. NO. OR ROOM, BLDG.
FROM: REP. NO. OR ROOM, BLDG.
ACTION
? NOTE AND FILE ? PER OUR CONVERSATION
? NOTE AND RETURN TO ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL
? NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:
4? 0+? -? da 6 wlb
t?
«.5i11? v
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
July 9, 1992
Office of Coastal Management
Department of Environment, Health and
Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
523 71
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Bertie County, Proposed Replacement of Bridge 73 on
SR 1518.
The North Carolina Department of Transportation proposes
to replace bridge 73 over a unnamed tributary to the Roanoke
River on SR 1518 in Bertie County. The proposed action will
involve replacing the existing timber frame bridge structure
with two (2) 103" x 71" corrugated steel pipe arches
(C.S.P.A). The replacement of Bridge 73 is necessitated by
concerns over the structural integrity of the existing
bridge. This bridge replacement will take place on existing
alignment, and no detour through existing wetlands is
proposed. The proposed action calls for removing the
existing bridge, excavating to approximately 3 feet below
ordinary high water, placing the two pipes in position,
filling in the area around the pipes, and grading and paving
the new crossing. NCDOT is not proposing to pave any of the
dirt roadways leading to the paved approaches on either side
of the bridge.
The proposed activity will lead to a loss of
approximately 0.03 acres of wetland habitat. Representative
species in the area include royal fern, chain fern,
greenbriar, sweetgum and cypress. Best management practices
will be implemented to attempt to minimize the amount of
wetlands impacted. As was discussed with Mr. Ted Tyndall of
your Washington field office during a July 1, 1992 site
visit, silt fences will be placed both above and below the
construction site to limit sedimentation impacts.

NCDOT is requesting that the proposed work be authorized
under the appropriate Coastal Area Management Act (CAMA)
permit. By copy of this letter, we are also requesting
issuance of a 401 Water Quality Certification from the N.C.
Division of Environmental Management and a Section 404 Permit
from the Army Corps of Engineers. Included for.your
information is a permit application and permit drawings (2
pages). A processing fee of $250 will be forwarded to your
office within the next week. If we may be of further
assistance, or if you require any additional information,
please contact Doug Huggett at [phone].
Sincerely
B(.J. n, P.E.
Assistan Branch Manager
Planning and Environmental Branch
cc: Mr. Terry Moore, DCM Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Don Morton, P.E., Highway Design Branch
Mr. A.L. Hankins, F.E., Hydraulics
Mr. John Smith, P.E., Structure Design
Mr. W.D. Johnson, Roadside Environmental
Mr. C.O. White, P.E., Division 1 Engineer
Mr. Jimmy Lee, P.E., Bridge Maintenance Unit
? .?? ? ---
? ') ?

SCALE:
?' GYP 2E35
1?/mo3
.? wee o s
?j
GILLAM FArmING /NC.
223 6"torrt Ro. R? MITCHELL GAY
VAJIAMs02 / N.C. f 552 U5 i 3o S.
WIN D56r- IvG• Z0gDJ
L
` - `. _ ?''se.? Auto rew?o Zr sd?

? .H. ? a+
wcbns ?nleoDS
???4,Y Mi I ylAli; IAIC, MARY mi-rc
HELL CLAY
-

? f? J r
2i? / 3too
SCALE: /;M'A6ft.
i°.?ovERr
5rA. 7_t19
L/ Ze 103"X71 C.5.P.A.
EXISTING GEADE 90° SKEW

N.G. c? ? ? ? - - -r - ? QH. ??. EL . 496.3

440 - I
..-.4qo
FLEVS. N E Asr5vmED ?ATVM ??TIoN A--A'
SCALE: .501MORM SECTION •Ci•8"
Ile 10'vom
DENOTES FILL (3c LovJ D, t{1N
?
SUI 24 I9
l?Ml X 7?r FILL &.L0W0#K -- /17a )VS.
TOTAL F/LL - 490 Cll. YDS
Soo Soo . EXCAVA7T7D MA7EVAL = 2X 0)L b5.
NERD WALL ro'co D.A. = 2.2 so. Hl.
AVER. DAILY FLOW -Z.4 CFS
F I L L TAI wira&VD? - d o#3A-,
0 H W EL, 496.3
'M6 BEO EL. 493.3 494 -- N.C. DEPT. OF TRANS.
d5X dtfADE DIVISION OF HIGHWAYS
BERTIE CO.
REPLACEMENT BRG#073
I
I ON SR1518
,
sp 0 SHEET 2 OF 2 5-92

Please 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 1-4 and 3-9
must be completed for all projects.
1 APPLICANT
a. Name NCOOT ATTN: B.J. O'Quinn, PE
Address P.O. Box 25201
CityRaleigh State N . C ,
Zip 27611 Dayphone(919) 733-9770
Landowner or Authorized agent
b. Project name (if any) Replacement of Bridge 73
on SR 1518
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
SR 191R
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
both
c. Will the project be for community, private, or
commercial use?
public transportation
d. Describe the planned use of the project.
public transporta
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract none
b. Size of individual lot(s) none
c
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Elevations on plats are assumed datum
Approx. tract Elev. =+/- 9.0 ft
Soil type(s) and texture(s) of tract
sandy loam and muck
d.
c
Ve?ctation on traclupland and wetland types
(le. sweetqum, cypress, royal fern chain ferr
greenbriar)
Man-made features now on tract _ bridge and roadway
b. City, town, community, or landmark
Woodard f.
c. County. B .rti
g•
d. Is proposed work within city limits or planning
jurisdiction?_ No
C. Name of body of water nearest project
Unnamed trib to Roanoke River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
No zoning ordinance
i. How are ad acent waters classified?
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead, ?• Has a professional archaeological survey been
or pier). Replace existing bridge with pipes tamed out for the tract? no If so, by whom?
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed 2210.9"Y71" C S P /l
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
50'x40'
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.
A- x 29%
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MLW) or (NWL)
m. Water supply source None
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).
Length- Width Depth
asphalt
Boat basin
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
Other (break-
water, pier, Excavatio
boat ramp, prep. wor
rock jetty)
Fill placed in
wetland or below
MHW
nus
a201
vg)
j. Have these facilities received state or local approval? Upland fill
R1, A areas
k. Describe existing treatment facilities.
I. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Surface runoff along roadway
b. Amount of material to be excavated from below
water level in cubic yards. 4 cy (50' avgx40' avgx3' avg
minus 50'avggx20'avgx2'avg stream channel)
c. Typeofmaterial sand and murk
d. Does the area to be excavated include marshland,
sws,gAer wetlands?
e. High ground excavation, in cubic yards
56 CY
3/91
', * f

f. Dimensions of spoil disposal area
Site yet to be determined
g. Location of spoil disposa) area
Approved upland site to be determined
h. Do you claim title to the disposal area? unknown
If not, attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? unknown
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
no
k. Will the fill material be placed below mean high
water? VP.R
1. Amount of fill in cubic yards 117 CY
in. Type of fill material stone, sand, clay, etc
n. Source of fill material local borrow pit
o. Will fill material be placed on marsh or other
wetlands? yes, swamp
p. Dimensions of the wetland to be filled
25'(avg) x 50'(avg)
q. How will excavated or fill material be kept on site
and erosion controlled?
stringent erosion control methods
r. What type of construction equipment will be used
(for example, dracyline, backhoe, or hydraulic
dredge)? backl oe, dumptruck
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
Headwall wi
a. Lent lrofbulldhcad orriprap Approx. 40'
Headwall location
b. Average dLgw-Lce_waterwauiofm=Lhigb-waterDr
nonnalwa2er1cvZ1?nd ofTiTes
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material C j(", - rete
e. Amount of fill, in cubic yards, to be placed below
mean high water
f. Type of fill material
N/A
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 cant' 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.
3/91
• f

Name
Address
Name Gillam Farming, INC.
Address 222 Cnni nttP Rd
Windsor, NC 27983
Name Marv Mitchell Clay
Address .9-92 US 1'117 S
Windsor, NC 27983
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a 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 day of Jd i- '199
?-
Land ner or Authorize agent
4 3/91

P 067 765 010
Receipt for
Certified Mail
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July 9,
1992

P 067 765 009
Receipt for
Certified Mail
No Insurance Coverage Provided
f?
w,.l,la'CJ„ Do not use for International Mail
ISr.e Rr.vnrsf!1
Mary Mitchell Clay
Sheul dnd Nn
552 US 13
/1Z S
,• 11 .`,Idle rind : II' Cu
Windsor. rio
N-C- 27982
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1.
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5.
W 6.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME NC DOT
LOCATION OF PROJECT SITE Bridge No. 73 on SR 1518 in Bertie County over an
unnamed tributary on the north side of the Roanoke River.
PHOTO INDX: 1989: N/A 1984: N/A
STATE PLANE COORDINATES : X : 2,616,800 Y : 7 91 , 000
INVESTIGATION TYPE: bREDGE & FILL X CAMA -
INVESTIGATIVE PROCEDURE: UU,
(A) DATES OF SITE VISIT 24 March 1992 1 July 1992
(B) WAS APPLICANT PRESENT No yes ---'°-°"
W, I_
t tNt;1 F,, , ,
PROCESSING PROCEDURE: APPLICATION RECEIVED 16 July 1,992
OFFICE Washington Regional Office
SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Bertie County
LAND CLASSIFICATION FROM LUP Project 4s being reviewed by DCM
Planning Staff for consistency.
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS _X
ESTUARINE WATERS X OTHER
(C)
(D)
(E)
(F)
(G)
WATER DEPENDEN YES X NO
INTENDED USE: PUBLIC X PRIVATE COMMERCIAL

TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED N/A
TYPE OF STRUC'T'URES: EXISTING Bridge
PLANNED Replace bridge with 2 -103" by 71" corrugated steel pipe arches.
ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE Applicant
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
Swamp
(B) NON-VEGETATED WETLANDS:
Creek bottom
(C) OTHER:
DREDGED FILLED OTHER
1000 ft2 1000 ft2
1000 ft2 1000 ft2
(D) TOTAL AREA DISTURBED: 2000 ft` 2000 ft2
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: C OPEN: YES NO X
8. PROJECT SUMMARY: The applicant proposes to replace an existing bridge
with two corrugated steel pipe arches.

NC DOT
Bridge No. 73
Bertie County
Project Setting
The North Carolina Department of Transportation (NCDOT) proposed bridge
replacement site (No. 73) is located on SR 1518 approximately 1.3 miles east of
SR 1521 at the crossing of an unnamed tributary to the Roanoke River in Bertie
County, North Carolina. The bridge is bordered on both sides by wooded swamp.
The canopy of the adjacent area is co-dominated by bald cypress Taxodium
distichum and sweet gum Liquidambar styraciflua. Prevalent shrubs include
sweetgum and red maple Acer rubrum. Herbaceous species include greenbriar Smilax
rotundifolia, royal fern Osmunda regalis, chain fern Woodwardia areolata, and
various grasses. The site is approximately 9' above mean sea level. This small
tributary is classified C by the Environmental Management Commission.
Project Description
NCDOT proposes to replace the bridge with two (2) 103" by 71" corrugated steel
pipe arches (C.S.P.A.). An area approximately 50' by 40' will be excavated to
3 feet below ordinary high water, the pipes placed into position, and the area
around the pipes filled. Concrete bulkheading is proposed in order to retain the
fill. Approximately 1000 ft' of swamp and 1000 ft2 of creek bottom will be
filled during the project. Spoil material will be transported to an undetermined
approved upland site.
Anticipated Impacts
The project as proposed would result in the loss of approximately 1000 ft2 of
swamp and 1000 ft2 of creek bottom. Localized turbidity would occur as a result
of mucking out and filling activities. Silt fences are proposed to minimize the
impact of sedimentation. The replacement of the existing bridge with the two
C.S.P.A. would impact navigation (although already limited due to size of the
creek) upstream of the crossing. Approximately 0.03 acres of wetland habitat
would be lost.
M. Ted Tyndall - Washington Regional office - 3 August 1992

Please 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 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name_ NCDOT ATTN: B.J. O'Quinn. PE
Address P.O. Box 25201
CityRaleigh State N.C,
Zip 27611 Day phone ( 919) 733-977
Landowner or Authorized agent
b. Project name (if any) Replacement of Bridge 73
on SR 1518
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
If you plan to build a marina, also complete and
attach Form DCM-1MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
both
c. Will the project be for community, private, or
commercial use?
public transportation
d. Describe the planned use of the project.
minI4- tranSOOrtatinn
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract non
b. Size of individual lot(s) none
c.
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Elevations on plats are assumed datum
pprox, tract Elev. 9.0 ft
Soil type(s) and texture(s) of tract
sandy loam and muck
Vegetation on tractipland and wetland tvoes
(le. sweetgum, cypress royal fern chain feri
greenbriar)
2 LOCATION OF PROPOSED
PROJECT d
a. Street address or secondary road number
SR 151..8 C.
b. City, town, community, or landmark
Woodard f.
C. County___ B .rt;
d. Is proposed work within city limits or planning
jurisdiction?__ No
e. Name of body of water nearest project
Unnamed trib to Roanoke-River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
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.)
_X_ Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local govemment?
No zoning ordinance
i. How are adjacent waters classified?
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead, ?• Has a professional archaeological survey been
or pier)._ Replace existing bridge with pipes carried out for the tract? no If so, by whom?
3/91
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed 2@10211Y7111
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
50'x40'
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.
Approx 29%
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 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"). Surface runoff alonq roadway
2
m. Water supply source
None
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 arc
covered in Section 7).
Access channel
(MLW) or (N7WL)
Boat basin
Other (break-
water, pier, Excavatio
boat ramp, prep. wor
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
nus
annE
.: 20'
vg)
b. Amount of material to be excavated from below
water level in cubic yards 144 cy (50' avgx40' avgx3' avg
minus 50'avgx20'avgx2'avg stream channel)
c. Type of material sand and -muck
d. Does the area to be excavated include marshland,
s%Ws,,gAcr wetlands?
e. high ground excavation, in cubic yards
3/91
f. Dimensions of spoil disposal area
Site yet to be determined
a. Location of spoil dis osa) area
Approved uplaN site to be determined
h. Do you claim title to the disposal area? unknown
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? unknown
If so, where?
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 117 CY
m. Type of fill material stone, sand, clay, etc.
n. Source of fill material local borrow pit
o. Will fill material be placed on marsh or other
wetlands? yes, swamp
p. Dimensions of the wetland to be filled
25'(avg) x 50'(avg)
q. How will excavated or fill material be kept on site
and erosion controlled?
stringent erosion control methods
r. What type of construction equipment will be used
(for example, draQline, backhoe, or hydraulic
dredge)? back?oe, dumptruck
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
ea wa width
a. Lent!ttt0fbttHchcscierriprap Approx. 40'
Headwa.l.l location
b. Avcragc-distarlcc -,?vaLeLtivarcLoLnic.uLJvbh NYater_or-
normal waterl cvcl and n f nip n
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material ?V%rete
e. Amount of fill, in cubic y?r s, to be placed below
mean high water
f. Type of fill material ' N/A
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.
3/91
v ?
Name
Address
Name Gillam Farming, INC.
Address 222 Cnni nttP Rd-
Windsor, NC 27983
Name Marv Mitchell Clay
Address 5.52 US 1217 S
Windsor, NC 27983
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
pennittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas..
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a 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,evaluadng information related
to this permit application and follow-up monitoring of
project.
This is the dayofJv? ,199Z-
X of /ice
Land ner or Authorize agent
3/91
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N.C. DEPT. OF TRANS.'
DIVISION OF HIGHWAYS,
BERTIE CO.
REPLACEMENT BRG#073
I ON SR1518
SHEET 1 0 F 2 5-92
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option, NCDOT was not going to propose any active
mitigation proposal to compensate for 0.03 acres of
herbaceous wetland habitat loss. Mr. Tyndall did not
disagree with this statement. Therefore, the permit
application made no mention of a mitigation plan to
compensate for wetland habitat loss. Mr. Tyndall raised no
objections to the project as proposed, but did ask for silt
fences above and below the bridge site during construction.
This request was agreed to and the silt fence provisions
included in our permit application.
The CAMA permit for this project, issued by your
office on October 13, 1992, included a condition (condition
#1) that stated "The permittee must provide for "in-kind"
and "on-site" replacement of wetlands impacted by this
project. A wetlands replacement plan shall be formulated
by the permittee and approved by the DCM in consultation
with the WRC before constriction begins." NCDOT disagrees
with this condition based on the small acreage impacted the
unavailability of practicable on-site mitigation options.
We do not believe that suitable on-site mitigation options
are available.
Permit condition #2 also presents a problem to the
Department. This condition states that "In order to
prevent alterations to movement patterns of aquatic
wildlife, the width and height (total under-bridge opening)
of the culverts will be equal to or greater than existing
conditions." This condition is in conflict with the design
presented in our permit application package (see sheet 2 of
2). In order to meet this condition, the crossing will
need to be redesigned to make use of a spanning structure,
effectively invalidating our original permit application
for a crossing using culverts.
We are returning the unsigned permit due to the issues
stated above. We are requesting that you reconsider these
two conditions. It should also be noted that better lines
of communication could have helped avoid this situation.
We closely coordinated this application with DCM field
representatives, and we had no indication that these
conditions were forthcoming. If the Department was made
aware of these concerns at an earlier date, an acceptable
solution may have been reached prior to the issuance of the
permit.
r
You may contact either Doug Huggett or myself at 733-
9770 if you wish to discuss this issue further.
Si ly? _
B. O' inn, .E.
A t ch Manager
Planning and Environmental Branch
cc: Mr. Terry Moore, DCM Washington
Mr. Preston Pate, DCM Morehead City
District Engineer, COE
Mr. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, P.E., Hydraulics
Mr. W.D. Johnson, Roadside Environmental
Mr. C.O. White, P.E., Division 1 Engineer
Mr. Jimmy Lee, P.E., Bridge Maintenance Unit

STATE °
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
225 North McDowell Street • Raleigh, North Carolina 27602
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary October 13, 1992 Director
Mr. B. J. O'Quinn
Planning & Environmental Branch
N. C. Dept. of Transportation
P. O. Box 25201
Raleigh, NC 27611
Dear Mr. O'Quinn:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff-colored
form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign
both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and
proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 1I3A-
121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office
of Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, [phone] within twenty (20) days of
this decision on your permit. You should also be aware that if another qualified party submits a valid objection to
the issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as
approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully
understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request
that you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise
concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel
at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally
important coastal resources.
Very sincerely,
I
John tarker, Jr.
Major Permits Processing Coordinator
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
Permit Class Permit Number
NEW 109-92
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and
Coastal Resources Commission
3permit
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
Issuedto NC Dept of Transportation, Div. of Highways, P.O. Box 25201, Raleigh, NC 27611
authorizing development in Berti a County at an unnamed tributary of the Roanoke River at
SR1518 crossing, bridge No. 73 as requested in the permittee's application date,1 7/9/92 and
attached work elan drawings dated 5/92.
This permit, issued on October 13, 1992 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.
Mitigation
1) The permittee must provide for "in-kind" and "on-site" replacement of
wetlands impacted by this project. A wetlands replacement plan shall be
formulated by the permittee and approved by the DCM in consultation with
the WRC before construction begins.
Culvert Construction
2) In order to prevent alterations to movement patterns of aquatic wildlife,
the width and height (total under-bridge opening) of the culverts will be
equal to or greater than existing conditions.
(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. 1995
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.
og . Schecter, Director
ivision of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
NC DOT
ADDITIONAL CONDITIONS
Excavation and Filling
Permit #109-92
Page 2 of 2
3) The temporary placement or double-handling of excavated or fill material
within waters or vegetated wetlands is not authorized.
4) No excavated or fill material will be placed in surrounding waters
outside the alignment of the fill area indicated on the work plats.
5) A silt screen will be placed immediately upstream and downstream of the
project site prior to any excavation and not removed until 24 hours after
the completion of all excavation.
6) A permanent ground cover sufficient to restrain erosion will be provided
on all exposed areas within the shorter of 30 working or 120 calendar
days after project completion.
7) Appropriate erosion and sedimentation control devices, measures, or
structures will be used to prevent sediment from entering the adjacent
wetlands/watercourses/property (e.g., silt fence, diversion swales/berms,
sand fence, etc.).
NOTE: The proposed fill is covered by Water Quality Certification X12773
issued by the N.C. Division of Environmental Management on 8/24/92.
Please type or print. Carefully describe all anticipated
` development activities, including construction, excava-
tion, filling, paving, land clearing, and stocmwater con-
trol. If the requested informadon is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name NCDOT ATTN: B.J. O'Quinn PE
Address P.O. Box 25201
CityRaleigh State N . C ,
Zip 27611 Dav phone [phone]
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
both
c. Will the project be for community, private, or
commercial use?
public transportation
d. Describe the planned use of the project.
PUplic trap pnrtatinn
Landowner or Authorized went
b. Project name (if any) Replacement of Bridge 73
on SR 1518
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract none
b. Size of individual lot(s) none
c.
2 LOCATION OF PROPOSED
PROJECT _ d
a. Street address or secondary road number
RR 1.918 C.
b. City, town, community, or landmark
Woodard f.
c. County.. B .rt;
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Unnamed trib to Roanoke River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Elevations on plats are assumed datum
pprox, tract Elev. =+/- 9.0 ft
Soil type(s) and texture(s) of tract
sandv loam and muck
Vecctation on traciJpland and wetland ern es
(1e. sweet um, cypress, royal fern chain ferr
greenbriar)
Man-made features now on tract bridge and roadway
g. What is the CAI'AA Land Use Plan Classification of
the site? (Consult the local land use plan.)
_ X Conservation Transitional
Developed Communitv
Rural Other
h. How is the tract zoned by local government?
No coning ordinance
i. How arC adjacent waters classilicd?
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead, Has a professional archaeological survey been
or pier)... Replace existing bridge with pipes carried out for the tract? no If so, by whom?
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes an)' land
development.
a. Type and number of buildings, facilities, or m. Water supply source
structures proposed gal m,, x71" C.s.p,11
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
50'x40'
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.
Apprnx . ?9%
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.
None
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
fl oor? 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 (NWL)
Boat basin
Other (break-
water, pier, Excavatio
boat ramp, prep. wor
rock jetty)
Fill placed in
wetland or below
MHW
j. Have these facilities received state or local approval' Upland fill
.,,A areas
k. Describe existing treatment facilities.
Length Width Dc;3,,h
50' avg. 40' avg 3' avg inus
stream hanne:
(50'avqq x.:20'
avg x avg)
50' avgl 40' av
b. Amount of material to be excavated from below
water level in cubic yards 144 cy (50' avgx40' avgx3' avg
minus 50' avox20'avcgx2'avn stream channel)
c. Type of material canri anri mi irk
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Surface runoff along roadway
d. Does the area to be excavated include marshland,
sWps,_,q?g?cr wetlands?
e. High ground excavation, in cubic yards
CY
2 3/91
f. Dimensions of spoil disposal area
Site yet to be determined
a. Location of spoil disposa) area
Approved upland site to e e ermine
h. Do you claim title to the disposal area? unknown
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? unknown
If so, where?
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
117 CY
m. Type of fill material _stone, sand, clay, etc.
n. Source of fill material local borrow pit
o. Will fill material be placed on marsh or other
wetlands? yes, swamp
p. Dimensions of the wetland to be filled
25'(avg) x 50'(avg)
q. How will excavated or fill material be kept on site
and erosion controlled?
stringent erosion control methods
r. What type of construction equipment will be used
(for example, draoline, backhoe, or hydraulic
dredge)? back?oe, dumptruck
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
ea wa width
a. L-cngttrofbttlchcadorriprsF Approx. 40'
Headwall Location
b. Av-cragcdistaiicc -?vatcL%varcLofnuy-uiJvcli ?valcr or
normal water-1 cv.el and n f n i n P c
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material _?VM. rete
e. Amount of fill, in cubic yl rr s, to be placed below
mean high water
f. Type of fill material N/A
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 77.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Bluc-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.
3/91

Name
Address
Name Gillam Farming, INC.
Address 22A C:nni ntt . Rd-
Windsor, NC 27983
Name Marv Mitchell Clay
Address .992 111,; 1 q 17 S
Windsor, NC 27983
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a 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 restricdons
contained in the permit. ,
I certifv 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 ? day of Jd 19 9 ?-
X G? 1 ?52
Land ner or Authorize agent
-1/91
?j
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N.C. DEPT. OF TRANS.
1 DIVISION OF HIGHWAYS
BERTIE CO.
SCALE IN MILES REPLACEMENT BRG#073
c 1 t ON SIt 1 51
l SKEET 1 OF 2 ?i-92
SCALE:
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MAR`( MITCHELL GAY
223 Ceni/Orrr
y?/iuDSOR I N.C. 9.0-

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-4qo
ELF-VS. NZE ASSuMED j)ATiJ M SIELTIoN A-A
SCALE: I .5o' Ib[L .SEGTIobI ' C3- 6-
?? to'v*AT.
DENUF S FILL 13EL6vJ 0,11V1/.
SGI 24 I9
z?rol;? FILL (3 WK109.K1z 117al YDS.
TOTAL F/LL - 4,90 cu Ms.
o
S EXCAVATED MATFRIAL = 2lbW.Yb5.
sdo
f/EADWALL 9140 .
o D.A. = 2.2 S4. ml.
AVEZ DAILY FLOC/ -Z.4 CFS
F Z L L x,v W15TLVID. - 0.003/x,
D H vV EL. 4%.3
flO BE0 EL. 493.3 4qd - N.C. DEPT. OF TRANS.
0.5% 61C4DE DIVISION OF HIGHWAYS
BERTIE CO.
REPLACEMENT BRG#073
ON SR1518
SD O 30'
SHEET 2 OF L 5-i12
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment;'Itealtfi & Natural Resources
Coastal Resources Commission
? "cr
r rM
Major Development :in an Area of Environmental Concern
.
pursuanyfo NCGS 113A-:118-%-'
X Vc4'ation and/or 41 t1?g pursuant to NCGS 113-229
Issued to NC
auth rizing development i
SR15g18 crossing, br
attached work plan
Transoo>~tkti tln,,-Di
(/ /
Bertie o
doe No. 73
rawinas dated 5/92.
Permit Number
1nq-q9
fi hwa s P.O. Box 25201, Raleigh, NC 27611
an unnamed tributary of the Roanoke River at
sled i44mp`grmittee's application dated. 7/9/92 and
This permit, issued on October 13, 1992 is'hbJ`ect 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.
Mitigation
1) The permittee must provide for "in-kind" and "on-site" replacement of
wetlands impacted by this project. A wetlands replacement plan shall be
formulated by the permittee and approved by the DCM in consultation with
the WRC before construction begins.
7
Culvert Construction
2) In order to prevent alterations to movement patterns of aquatic wildlife,
the width and height (total under-bridge opening) of the culverts will be
equal to or greater than existing conditions.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the pernittee 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. 1995
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.
-Rogeo N. Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
NC DOT
ADDITIO NS
.. i
Excavationapd Filling
Permit #109-92
Page 2 of 2
3) The temporary placement or double- nA?ing-'o? excavated or fill material
within waters or vegetated wetland ike?no- authorized.
4) No excavated or fill material will 'pJare'd in surrounding waters
outside the alignment of the fill are i ca-tedJon the work plats.
i"
5) A silt screen will be placed immediate upstreanr,and downstream of the
project site prior to any excavation and n remo'Ved until 24 hours after
the completion of all excavation. ?-
6) A permanent ground cover sufficient to restrain erosion will be provided
on all exposed areas within the shorter of 30 working or 120 calendar
days after project completion.
7) Appropriate erosion and sedimentation control devices, measures, or
structures will be used to prevent sediment from entering the adjacent
wetlands/watercourses/property (e.g., silt fence, diversion swales/berms,
sand fence, etc.).
NOTE: The proposed fill is covered by Water Quality Certification X12773
issued,by the N.C. Division of Environmental Management on 8/24/92.