NCDOT 27-92 Washingtion-Baum Bridge Roanoke Sound

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• Perm, ,Class i Permit Number
' __ NEW ! 27-92
/ ''. STATE OF NORTHCAROLINA
' Department of Environment, Health 4Natural Resources
/ t
, t �,'� �" .M�andr �,,Coastal Resources Commission 0 • S
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- '''''-' 6 et t' MAR 11 1992
. .
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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 NC Dept. of Transportation, Div. of Highways, P.O. Box 25201, Raleigh, NC 27611
authorizing development in Dare Chanty a Roanoke Sound at.U.S 64/264 between N.C. 345 '
/
and U.S. 158 as requested in the permittee's application dated rev. 12/13/91 '
including attached work plan drawings, sheets 1-40 of 40 dated rec'd 9/18/91 , except sheet '
3 dated rec'd 12/16/91 and drawing for bridge over Muddy Channel dated 2/22/90. '
• This permit,issued on March 4, 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.
r
,
' Excavation/Fill/Riprap
/
' 1) An earthen plug shall be' left between the relocated canal along the south $
' side of U. S. Highway 64/264 between N.C. Highway 345 and the Washington
/ Baum Bridge and Roanoke Sound until excavation landward of the plug has
' been completed. To prevent sedimentation in adjacent waters, 24 hours
/ will be allowed to elapse before the plug is removed.
1
/ 2(A) In order to match the depth and width of the relocated canal with the 0.
' anticipated invert of the 36-inch culvert to be placed under 64/264 at
the canal's eastern end, the excavation of the relocated canal will not
Iexceed 4 feet below NWL and 6 feet in width.
' (B) The slopes of the new canal must be a minimum of 2 horizontal to 1
/ vertical.
' (See attached sheet for Additional Conditions)
/
• This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEHNR and the
' other qualified persons within twenty (20) days of the Chairman of the Coastal Resources Commission.
' issuing date. An appeal requires resolution prior to work
rs\
' initiation or continuance, as the case may be.
• This permit must be accessible on-site to Department \ r `
personnel when the project is inspected for compliance. �' \`ramC< t
Roger N. r,Director
, Any maintenance work or project modification not "Division of Coastal Management
, covered hereunder requires further Departmental approval.
/ All work must cease when the permit expires on This permit and its conditions are hereby accepted.
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. Signature of Permittee
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NC Dept. of Transportation Permit #27-92
Page 2 of 4
ADDITIONAL CONDITIONS i
3) The waterward limits of the riprap proposed to be placed along the north
side of U. S. 64/264 and just east of the Melvin Daniels Bridge shall be
staked by a representative of the Division of Coastal Management within a
maximum of thirty (30) days prior to the start of construction.
4) The riprap material must be free from loose dirt or any other pollutant.
It must be of a size sufficient to prevent its movement from the site by
wave or current action.
5) The riprap material must consist of clean rock or masonry materials such I
as, but not limited to, granite or broken concrete.
6) The undercutting operation to remove muck from the bottom of the existing
canal and the filling of the existing canal shall commence at the western
end and proceed toward the east (Roanoke Sound). A silt fence shall be
located across the canal a maximum distance of 100 feet from the
undercutting/filling activity and remain in place overnight to allow the
settling of sediment.
7) Prior to undercutting/filling activities within the existing canal, silt
fences or other sediment control devices adequate to prevent spillover of
solids into -the marsh shall be installed along the south side of the
/
canal.
i
8) The fill material will be clean and free of any pollutants, except in /
/
e trace quantities. /
9) The temporary placement or double-handling of excavated or fill materials
v, within waters or vegetated wetlands is not authorized.
10) 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 workplats.
11) All excavated materials will be confined above mean high water and
landward of regularly or irregularly flooded marsh behind adequate dikes
or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
/
12) The disturbed areas will be properly graded and provided a ground cover /
sufficient to restrain erosion within thirty (30) working days of project
completion.
i
Water Quality/Sedimentation Control
/
13) In order to protect water quality, runoff from the construction must not
visibly increase the amount of suspended sediments in adjacent waters.
i
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Permit 1127-92
NC Dept. of Transportation r
Page 3 of 4
r
ADDITIONAL CONDITIONS
/
14) A permanent ground cover sufficient to restrain erosion must be provided
on all exposed areas within the shorter of 30 working or 120 calendar
days after project completion. Except when within 550 feet of SA waters, /
the time is 15 working or 60 calendar days. r
r
15) Appropriate erosion and sedimentation control devices, measures, or
structures must be used to prevent sediment from entering the adjacent r
wetland/watercourses/property (e.g. , silt fence, diversion swales/berms,
sand fence, etc. ). /
r
e 16) A portion of the project is in the high quality zone, therefore, erosion '
1 and sedimentation control measures are to be designed for 25 year peak
storms. And, sediment basins are to have the trapping efficiency of 70% /
t
of +39 micron particl size in 2 year peak storm.
r
NOTE: The Division of Environmental Management has issued Water Quality r
Certification Nos. 2693 and 2674 for this project. /
/1
Mitigation /
/
K 17) The permittee will provide compensatory
ompensatory mitigation for the unavoidable
loss of wetlands and open water habitat resulting from this project and /
N.C. WRC's construction of a public boating access area on Roanoke f
Island, pursuant to the August 1991 memorandum of understanding between /
the N. C. Wildlife Resources Commission and the N. C. Dept. of /
/
Transportation. Mitigation will be provided in strict accordance with
/
the August 1991 Mitigation Proposal, U. S. 64/264 Improvements prepared
/
h for NC DOT by Environmental Services, Inc. in Association with Howard
q Needles Tammen and Bergendoff.
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/
18) The Division of Marine Fisheries is responsible for establishing success
/
criteria for shellfish bed enhancement activities and will monitor the
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1 enhancement sites. The permittee will provide assistance as requested
and report findings to appropriate permit review agencies. /
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19) To insure that the elements of the mitigation plan involving wetlands r
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creation are being adhered to, DCM representatives shall be contacted by /
the permittee to verify compliance at the following times: /
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a) Immediately following the grading of the site to surrounding r
marsh elevation and prior to planting.
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b) Immediately following marsh planting.
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c) At 6-month intervals to inspect survival and fitness of
created marsh.
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NC Dept. of Transportation Permit #27-92
Page 4 of 4
/
ADDITIONAL CONDITIONS
/ /
20) If, after the 2-year monitoring period, the reviewing agencies determine
that the plantings do not meet the 50% survival standard or the 50%
aerial coverage standard set out in the mitigation plan, the permittee
shall consult with the DCM and other reviewing agencies and implement
necessary measures to successfully accomplish the required compensation.
/
/
21) Season permitting, the off-site mitigation measures will be commenced.
concurrently with project construction.
/
/ /
General
/ /
NOTE: The permittee and/or his contractor is urged to meet with a
representative of the Division of Coastal Management and a
•
representative of the Army Corps of Engineers prior to project
/ /
initiation.
NOTE: The permittee is advised to contact the Division of Environmental
•
Health's Public Health Pest Management unit at 919/726-8970 and the
i
Dare County Mosquito Control Branch to discuss mitigation plans,
/
including the creation of marsh.
I $
. /
f)
/
/
/
/

(194141 77 0777
JAN 1 7 1992
y .-
State of North CarolinaM___________M
Department of Environment, Health and Natural Resources
Division of (::oastal Management
Highway 17 South • Elizabeth (. ity, North Carolina 27909
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
MEMORANDUM
TO: Review Agencies
FROM: M. Edward Harrell
SUBJECT: Proposed Modification to NCDOT's Application for
Authorization to Replace the Melvin Daniels Bridge
(#14) and Widen US 64/264
DATE: January 14 , 1992
The Division of Coastal Management has received a proposed
modification to NCDOT's permit application mentioned above. The
original application did not include canal replacements along the
south side of US 64/264 between NC 345 and the Washington Baum
Bridge.
Residents in the vicinity of the project voiced concerns
regarding adequate waterflow into and out of the area if the
existing canal is filled and no replacement provided. A
subsequent examination by NCDOT led to a determination that a
canal replacement is necessary to insure adequate water movement.
The new canal which is proposed will be about 10 feet wide,
2 . 8 feet in average depth and will extend about 750 feet along
the south side of US 64/264 beginning at the intersection of US
64/264 and NC 354 and running east. At the eastern end of the
new canal a 36-inch aluminum pipe will run under the road and
connect to the canal on the north side of the road.
Replacement of the canal will result in the permanent loss
of 0. 17 acres of black needlerush marsh habitat, for which the
NCDOT proposes to mitigate by implementing shellfish bed
enhancement measures on a 2 : 1 basis. On the other hand, the
canal replacement will serve to mitigate for the loss of 0. 17
acres of open water habitat. Revised accounting sheets provided
by the applicant are attached.
Route 6 Box 203, Elizabeth City, North Carolina 27909 felcphone 919-264-3901
An Equal Opportunity Affirmative Action Employer

Review Agencies
January 14 , 1992
Page Two
Please incorporate the modification into your review of
NCDOT's proposal . If your comments have already been submitted,
please follow up with additional comments as needed.

32+00 33+00 34+00 35+00 36+00 37+00I 38+00 391+00 40+00
1 1
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CD + 2 3\ 1. _15. ALUMINUM
0 PIPE
EXISTING EP PROPOSE 1.1:4____ 4_Q - ry m
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ACKSIDE OF SPECIAL I TCI-� U
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EXIST I . /� , J PRO
�/1�^! � � ;; R/W
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(� MARSH
O WOODS A -' ; O
,1, DENOTES FILL 1/J�l/JA
i) BELOV! M H.W.
DENOTES
�� TO 8EH LAND
N . C . DEPT OF TRANSPORTATION
EXCAVATED DIVISION OF HIGHWAYS
' DARE COUNTY
O 100 PROJECT 6 . 059001T (R-2304)
-SCALE 1 = 100 HORZ. IMPROVEMENTS TO US 64-264
SHEET 3 OF 40

Wetland Impacted
AMOUNT PROJECT LOCATION TYPE
( acres )
3 . 01 NCDOT Phase Predominantly Maritime
I and II on West Bound Shrub
Approaches Thicket
1 . 56 NCDOT Phase Predominantly Black Needlerush
I and II on East Bound Marsh
Approaches
O . 12 NCDOT Immediately Pine Flatwoods
Phase II West of NC 345
Intersection
O . 65 WRC Access WRC Access Road Black Needlerush
Road Marsh
O . 70 WRC Boat Ramp WRC Boat Ramp Black Needlerush
Facility Facility Marsh
O . 52 WRC Boat Ramp WRC Boat Ramp Maritime
Facility Facility Shrub
Thicket

WETLAND MITIGATION
AMOUNT LOCATION TYPE ACCOUNTABILITY
( acres )
z0 . 90 Whalebone Junction Maritime Onsite Mitigation
Intersection Shrub for z21% of Maritime
Creation Shrub Habitat Loss
z1 . 51 Manns Harbor Marsh Offsite Mitigation for
Near NCDOT Port Creation z52% of Black Needlerush
Facility Habitat Loss
z3 . 98 Pea Island National Emergent Offsite mitigation for
Wildlife Refuge Marsh z42% of Black Needlerush
Waterfowl Creation Habitat Loss , z75% of
Impoundments Maritime Shrub Habitat
Loss , and 100% of Pine
Flatwoods Habitat Loss
8 . 26 Various Sites in Shellfish Offsite mitigation of
Roanoke Sound Bed 96% of Open Water Loss
( see Page 25 in Enhancement at a 2 : 1 Mitigation
Mitigation Proposal ) Ratio and 6% of Black
Needlerush Habitat Loss
at a 2 : 1 Mitigation
Ratio
0 . 17 Adjacent to Existing Canal Onsite Mitigation for
Canal , Eastbound Relocation, 4% of Open Water Loss
Approach From Open Water
Sta 32+00 to Creation
Sta 40+00

, •
OPEN WATER FILLED
AMOUNT PROJECT LOCATION MITIGATION
( acres )
3 . 59 NCDOT Phase II Open Water Shellfish
Channel parallel Bed
to Eastbound Enhancement ,
US 64/264 Canal Relocation
0 . 29 WRC Access WRC Access Shellfish
Road Road Bed
Enhancement
0 . 27 WRC Boat Ramp WRC Boat Ramp 0 . 19 Acres Created
Onsite ,
Remainder
Mitigated by
Shellfish Bed
Enhancement
Note : Please see mitigation proposal for specifics on shellfish bed
enhancement measures .

Wetland Filled
AMOUNT PROJECT LOCATION TYPE
( acres)
3 . 01 NCDOT Phase Predominantly Maritime
I and II on West Bound Shrub
Approaches Thicket
1 . 39 1ICDOT Phase Predominantly Black Needlerush
I and II on East Bound Marsh
Approaches
0 . 12 NCDOT Immediately Pine Flatwoods
Phase II West of NC 345
Intersection
0 . 65 WRC Access WRC Access Road Black Needlerush
Road Marsh
0 . 70 WRC Boat Ramp WRC Boat Ramp Black Needlerush
Facility Facility Marsh
0 . 52 WRC Boat Ramp WRC Boat Ramp Maritime
Facility Facility Shrub
Thicket

WETLAND MITIGATION
AMOUNT LOCATION TYPE ACCOUNTABILITY
( acres )
z0 . 90 Whalebone Junction Maritime Onsite Mitigation
Intersection Shrub for z210 of Maritime
Creation Shrub Habitat Loss
z1 . 51 Mantis Harbor Marsh Offsite Mitigation for
Near NCDOT Port Creation z550 of Black Needlerush
Facility Habitat Loss
z3 . 98 Pea Island National Emergent Offsite mitigation for
Wildlife Refuge Marsh z450 of Black Needlerush
Waterfowl Creation Habitat Loss , z75% of
Impoundments Maritime Shrub Habitat
Loss , and 100% of Pine
Flatwoods Habitat Loss
8 . 26 Various Sites in Shellfish Offsite mitigation of
Roanoke Sound Bed 100% of Open Water Loss
( see Page 25 in Enhancement at a 2 : 1 Mitigation
Mitigation Proposal ) Ratio

OPEN WATER FILLED
AMOUNT PROJECT LOCATION MITIGATION
( acres)
3 . 76 NCDOT Phase II Open Water Shellfish
Channel parallel Bed
to Eastbound Enhancement
US 64/264
0 . 29 WRC Access WRC Access Shellfish
Road Road Bed
Enhancement
0 . 27 WRC Boat Ramp WRC Boat Ramp 0 . 19 Acres Created
Onsite
Remainder
Mitigated by
Shellfish Bed
Enhancement
Note : Please see mitigation proposal for specifics on shellfish bed
enhancement measures .

1000,1 Akio:)
MEMORANDUM OF UNDERSTANDING
BETWEEN
N. C. Wildlife Resources Commission
AND
N. C. Department of Transportation
I. AUTHORITY
This MEMORANDUM OF UNDERSTANDING is entered into
by and between the North Carolina Wildlife Resources
Commission, acting by and through its Executive Director,
hereinafter called the COMMISSION, and the North Carolina
Department of Transportation, acting by and through the
State Highway Administrator, hereinafter called the
DEPARTMENT:
II. INTRODUCTION
WHEREAS, the COMMISSION plans to develop a public
boating access facility on the west end and south side of
the Washington-Baum Bridge site, in Dare County, and
WHEREAS, the DEPARTMENT had set aside a portion of this site
for wetland mitigation as part of the CAMA permit approval
for construction of the new Washington-Baum Bridge
NOW, THEREFORE, the parties hereto agree as follows:
III. TERMS
A• THE COMMISSION SHALL:
1. Be responsible for planning and designing the
boating access area.
2 • Acquire all necessary permits to develop this
site into a public boating access area.
3 • Be responsible for completing the wetland
mitigation work, previously intended for this
site, should the boating access area not
be constructed.
B• THE DEPARTMENT SHALL:

IOUJH AdOJ
.
1. Permit right of way encroachment by the
COMMISSION for developing access roads,
parking areas and boat ramps at this site.
2. Include mitigation associated with
development of this boating access area,
as part of their Comprehensive Mitigation
Plan for bridge relocation and highway
expansion.
3 . Design and construct proper turn lanes into
the access area, as part of the road
expansion project and at no cost to the
COMMISSION.
C. IT IS MUTUALLY AGREED:
1. That any mitigation associated with
• development of this boating access facility
will be made on available U. S. Fish and
Wildlife Service property, or on existing
public trust lands, that will not require the
COMMISSION to purchase property for this
• minor mitigation purpose.
IV. EFFECTIVE DATE:
IN WITNESS WHEREOF, the parties hereto have executed
the Memorandum of Understanding as of the last date
written below.
NORTH CAROLINA WILDLIFE RESOURCES
COMMISSION
By J
Title �G • -��-c�71d,�
Date �i _ ( 2 _ "
(
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
By ice . = �. A
r
Title �
Date 47.1- /6 /q9/

1003r, AJOD
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 If you plan to builds marina, also complete and
attach Form DCM-MP-2.
project, write N/A(not applicable). Items 1-4 and 8-9
must be completed for all projects. b. Is the proposed activity maintenance of an
existing project,new work,or both?
New work
1 APPLICANT
c. Will the project be for community,private,or
ATTN: Dr. L.R. Goode, P.E. commercial use?
a. NamePublic
Director, Programs, Policy & Budget Branch
Address N.C. Department of Transportation
P. 0. Box 25201
City ..Raleigh State North Carolina d. Describe the planned use of the project.
N/A
Zip 27611 Day phone [phone]
x Landowner or Authorized agent
b. Project name(if any)
4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
N/A a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
2 LOCATION OF PROPOSED N/A
PROJECT d. Soil type(s)and texture(s)of tract
a. Street address or secondary road number e. Vegetation on tract N/A
NC 64-26a g -b. City,town,community,or landmark
Manteo f. Man-made features now on tract N/A
c. County Dare g. What is the CAMA Land Use Plan Classification of
d. Is proposed work within city limits or planning
the site? (Consult the local land use plan.)
jurisdiction? No Conservation Transitional
e. Name of body of water nearest project Developed Community
Roanoke Sound x Rural Other
h. How is the tract zoned by local government?
3 DESCRIPTION AND PLANNED USE N/A
OF PROPOSED PROJECT i. How are adjacent waters classified?
N/A
a. Describe all development activities you propose(for j. Has a professional archaeological survey been
example,building a home,motel,marina,bulkhead, carried out for the tract? N/A If so, by whom?
or pier). Public roadway owned and operated
by NCDOT
3/91

IOUJN :.10J
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings,facilities,or m. Water supply source N/A
structures proposed N/A
n. If the project is oceanfront development,describe
b. Number of lots or parcels N/A 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 N/A
units per acre.) N/A
d. Size of area to be graded or disturbed
N/A o. If the project is on the oceanfront,what will be the
elevation above mean sea level of the first habitable
e. If the proposed project will disturb more than one floor? N/A
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 6 EXCAVATION AND FILL
control plan been submitted to the Division of Land INFORMATION
Resources? N/A
f. Give the percentage of the tract within 75 feet of a. Describe below the purpose of proposed excavation
or fill activities(excluding bulkheads, which are
mean high water to be covered by impermeable
surfaces,such as pavement,buildings,rooftops. covered in Section 7).
N/A
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
Boat basin
h. If applicable,has a stormwater management plan Other(break-
been submitted to the Division of Environmental water,pier,
Management? N/A boat ramp,
i. Describe proposed sewage disposal and/or waste rock jetty)
water treatment facilities.
NSA Fill placed in
wetland
or below
MHW 26,400
C.Y.
j. Have these facilities received state or local approval? Upland fill `" '` ` `"
N/A areas
b. Amount of material to be excavated from below
k. Describe existing treatment facilities. water level in cubic yards None
N/A
•
c. Type of material N/A
1. Describe location and type of discharges to waters of d swamps,or otheres th area tobwetlands?excavated include marshland,
the state(for example,surface runoff, sanitary No
wastewater, industrial/commercial effluent, "wash
down"). Surface Runoff e. High ground excavation,in cubic yards
N/A
2
3/91

1 OOJ,4 A•1OJ
•
f. Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months,in
NJA feet None evident
g. Location of spoil disposal area d. Type of bulkhead material Rock embankment
e. Amount of fill, in cubic yards,to be placed below
h. Do you claim title to the disposal area? N/A mean high water 1600
If not,attach a letter granting permission from the
owner. f. Type offillmaterial Rock embankment
i. Will a disposal area be available for future
maintenance? N/A .
If so,where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form,the follow-
swamps,or water areas? ing items must be submitted:
k. Will the fill material be placed below mean high A copy of the deed(with state application only)or other
water? Yes instrument under which the applicant claims title to the
1. Amount of fill in cubic yards 26400 affected property. If the applicant is not claiming to be
the owner of said property,then forward a copy of the
m. Type of fill material Suitable Roadway Material s deed or other instrument under which the owner claims
title,plus written permission from the owner to carry out
n. Source of fill material N/A the project.
o. Will fill material be placed on marsh or other
wetlands? Yes An accurate work plat(including plan view and cross
sectional drawings)drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
30' x 5400' Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
Strandard NCDOT Eros ion control measures 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
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example,dragline,backhoe,or hydraulic of platrequirements and it must be sufficientlydetailed
dredge)?typical henry roadway construction to idea ene
material guide 8 y personnel unfamiliar with the area to the
site. Include county road(SR) numbers,landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? Nn If yes,explain steps that will
be taken to lessen environmental impacts. 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
7 SHORELINE STABILIZATION on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
a. Length of bulkhead or riprap 1200' that opportunity.
b. Average distance waterward of mean high water or
normal water level 9 '
3/91
3

100314- A4OD
Name
Address 9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Name Any permit issued in response to this application will
Address allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
Name
Address I certify that to the best of my knowledge,the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
A list of previous state or federal permits issued for ducted in a manner consistent with such program.
work on the project tract. Include permit numbers,
permittee,and issuing dates. 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
A check for$2S0 made payable to the Department of project. /
Environment,Health, and Natural Resources to cover fa
the costs of processing the application. This iis e I U d y of ,. -iNt`` , 19 .
A signed AEC hazard notice for projects in oceanfront X
and inlet areas. Landç'\PMI?
wner Authorized agent
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 3/91

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SHEET 2 OF 39

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SHEET 3 OF 39

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SHEET 4 OF 39 -

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SHEET II OF 39

PROP GRADE
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SHEET 12 OF 39

PROP. GRADE
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SHEET 18 OF 39
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DENOTES IMPROVEMENTS TO US 64-264
SHEET • 19 OF 39
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0 100 IMPROVEMENTS TO US 64-264
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SCALE I�100 SHEET 26 OF 39

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PROJECT 6.059001T (R-2304)
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PROJECT 6. 059001T (R-2304)
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P 'VMNT i PROJECT 6.059001T (R-2304)
BLOCKS -3 A IMPROVEMENTS TO US 64-264
I SHEET 37 OF 39
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} PROJECT 6. 059001T (R-2304)
NO SCALE IMPROVEMETNTS A TO OFUS 64-264
SHETYPICAL FOR INFILTRATION TRENCH

N I
PROPERTY OWNERS :
41, Aurthur L. Midgett
Route 1 , Box 1256
Manteo , North Carolina 27954
® Russell E. Twiford
P. 0. Box 99
Elizabeth City , North Carolina 27909
410
Shepherd Nathan
1010 S. Ocean Boulevard
Pompano Beach , Florida 33062
410 Roanoak Harbor, Inc .
P . 0. Box 47
Manteo , North Carolina 27954
411 Roanoak Properties , Inc .
4938-A Windy Hill Drive
Raleigh, North Carolina 27609
N . C . DEPT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DARE COUNTY
PROJECT 6 . 059001T (R-2304 )
IMPROVEMENTS TO US 64-264
SHEET 39 OF 39

OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME_N.C. Department of Transportation - U.S. 64/264_
2. LOCATION OF PROJECT SITE Dare County - U.S. 64/264 from N.C. 345_
intersection to U.S. 158 at Whalebone Junction.
PHOTO INDX: 1989: 150-1 M-6/7 N-6/7 O-6/7 1984: 139-475 0-2/3 P-2/3
0-2/3
STATE PLANE COORDINATES: X: 3002500 Y: 799000
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT _11-20-91
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED_October 29, 1991
OFFICE_Elizabeth City
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN_Dare County and Nags Head
LAND CLASSIFICATION FROM LUP Transition and Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP See Bio Report
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X_
COASTAL WETLANDS X 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 None
(F) TYPE OF STRUCTURES: EXISTING_State Road and Bridge
PLANNED Widen/Relocate Road and Replace Bridge
(G) ESTIMATED ANNUAL RATE OF EROSION_0 _ SOURCE_Applicant
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Wetland Scrub 5000 sq. ft.
"404" and Coastal Wetlands 117, 612 sq ft
(B) NON-VEGETATED WETLANDS:
Shallow Water Habitat 163 , 785 sq. ft.
(C) OTHER:
(D) TOTAL AREA DISTURBED: _286, 397 square feet (6. 57 acres)
8. PROJECT SUMMARY: Applicant proposes to replace the 345 foot Melvin
Daniels Bridge (#14) and widen U.S. 64/264 between N.C. 345 on
Roanoke Island and U.S. 158/N. C. 12 intersection at Whalebone
Junction. Mitigation is proposed for wetland impacts associated
with this phase (Phase IIl and Phase I improvements to U.S . 64/264

•
N. C. Department of Transportation
Bio Report
Page Two
History
The applicant proposes to replace the Melvin Daniels Bridge
(#14) on the Nags Head Causeway and widen U.S. 64/264 between
N.C. 345 on Roanoke Island and the U.S. 158/N. C. 12 intersection
at Whalebone Junction. These proposed improvements comprise the
second phase of a two-phase construction plan for this 2 . 1 mile
long expanse. In Phase I, the old swing-span bridge over Roanoke _ __
Sound (Washington Baum Bridge No. 12) was replaced with a
fixed-span, high rise, four lane facility which was completed in
April, 1991. Phase II involves widening to 4 and 5 lanes the
existing 2 . 1 miles of two lane approaches on either end of the
new Washington Baum Bridge. The Phase I construction activities
were authorized under CAMA Permit No. 79-87.
The N.C. Wildlife Resources Commission has proposed to
construct a public boat launching facility in the southwest
corner of the area under the Washington Baum Bridge. In
accordance with a memorandum of understanding between N.C. DOT
and N.C. WRC, N. C. DOT will allow the four acre area to be used
for this purpose and will provide mitigation for the wetland
losses associated with the boat ramp construction as part of the
mitigation plan for Phases I and II of the construction described
above.
The N. C. WRC, which is responsible for obtaining all
required permits, submitted a complete CAMA application to the
Division of Coastal Management on August 27, 1991 and this
application is now being reviewed by the various state and
federal agencies.
The wetland creation sites initially selected by N.C. DOT
were a 3 . 8 acre site at Whalebone Junction, and a 1. 03 acre site
at the staging area within the sw bridge quadrant. Changes in
the mitigation proposal have been necessitated by the following:
1) Modifications to the roadway plans for the Whalebone
Junction area have reduced the acreage available for
wetlands creation from 3 . 8 acres to 0.9 acres.
2) The 1. 49 acres of disturbed wetlands and an open water
slough at the sw bridge quadrant originally proposed
for restoration are now slated for use as a parking
area for N.C. WRC' s boat launching facility.
3) The proposed boat ramp and associated facilities will
lead to the deletion on N.C. DOT' s commitment to create
1. 03 acres of wetlands on the staging area.

N.C. Department of Transportation
Bio Report
Page Three
4) A revision by DOT in its roadway design plans
eliminated canal replacements paralleling the
east-bound lanes of U.S. 64/264 between N.C. 345 and
Bridge 12 .
Site Description
For descriptive purposes the proposed improvements to the 2 . 1
mile long section of U.S . 64/264 are separated into two segments
as follows:
(1) The section of U. S. 64/264 lying between the western
approach to the new Washington Baum Bridge and N. C. 345
on Roanoke Island and
(2) The section of U.S. 64/264 between the eastern approach
to the Washington Baum Bridge and the U.S. 158/N.C. 12
intersection. This segment includes the existing
Melvin Daniels Bridge over Muddy Channel .
Within the 5500 ' long segment #1, man-made canals
approximately 25 feet in width and 5 ' - 6 ' in depth parallel both
sides of the existing alignment. The canal on the south side of
U.S. 64/264 is +5400 feet long and the canal along the opposite
side is about 4800 feet long and both canals are bordered by
extensive expanses of black needlerush (Juncus roemerianus)
marsh. These marshes are predominately vegetated with black
needlerush but scattered throughout are occasional specimens of
giant cordgrass (Spartina cynosuroides) and wax myrtle (Myrica
cerifera) . On the higher elevations and spoil banks bordering
the roadside canals sea myrtle (Baccharis halimifolia) , marsh
elder (Iva frutescens) , salt grass (Distichlis spicata) , smooth
cordgrass (Spartina alterniflora) , and wax myrtle are more
prevalent. Just east of the N. C. 345 intersection and adjacent
the south side canal is a small hummock about 5, 000 square feet
in area which is vegetated by species such as pond pine (Pinus
serotina) , loblolly pine (Pinus taeda) and live oak (Ouercus
virginiana) . Farther to the east and approximately 50 ' - 200 '
from the canal are hummocks 1-2 acres in size which are similarly
vegetated.
At the eastern end of the first segment near the western
approach of the Washington Baum Bridge, the Pirates Cove Planned
Unit Development, owned and under construction by Roanoke
Properties, Inc. abuts the north side of the U.S. 64/264 corridor
for a distance of about 1500 feet. On the south side of the
bridge approach an 800 ' long by 20 ' wide unpaved access road
exists in conjunction with the activities carried out at the
former staging area for bridge construction. Just north of the
access road a natural slough about 500 ' long and 5 ' - 60 ' in
width extends inland off Roanoke Sound parallel to the new
bridge.

N.C. Department of Transportation
Bio Report
Page Four
The second segment of the corridor is about 5500 ' in length.
Within it are uplands not subject to tidal flooding. Almost all
of these uplands have been developed. This segment includes the
existing 2 lane Melvin Daniels Bridge which is approximately 345 '
long with clearance of about 4 feet above MHW.
Along approximately 40% of the corridor's edge the roadside
is fringed with bushes and shrubs including wax myrtle, yaupon,
sea myrtle, and black cherry which at several locations are quite
dense. As these fringes grade down to near marsh elevation saw
grass (Cladium jamaicense) and cattail (Typha latifola) are quite
common.
Proposed Improvements/Methods
The applicant proposes to complete Phase II of their
two-phase construction plans by widening to 4/5 lanes the
existing 2 . 1 miles of two lane approaches on either end of the
new Washington Baum Bridge and replacing the Melvin Daniels
Bridge on the Nags Head Causeway. Additional right-of-way on the
south side of the alignment within Segment 1 is being obtained in
order to encompass the 25 ' wide canal . About 1500 linear feet of
the canal near the proposed boat ramp will be left open to allow
continued access and use by boaters and fisherman. The balance
of this canal (5375 linear feet) would be filled. No filling is
proposed on the north side of this alignment. Along the 5375
linear feet of canal where filling is to occur, appropriate soil
erosion/sedimentation control measures will be taken to insure
that fill will not enter the marsh.
The existing Melvin Daniels Bridge will be replaced by a new
4-lane, 450 ' long bridge running from fill face to fill face with
a width of 93 ' and a vertical clearance of 5.45 ' at MHW. At the
east end of the bridge, the existing seawall is to be removed and
85 linear feet of material excavated by clamshell dredge for a
width of 100 feet centered on the centerline of the roadway.
Existing piles would be loosened by vibration, then removed by
crane. New piles would be placed by hydraulic jet and pile
driver. All construction is to take place from barges or bridges
themselves, therefore no construction access channel will be
required and no hydraulic dredging will take place.
The widening of the bridge will require that additional
right-of-way on the south side be obtained at the western bridge
approach, therefore, the Ships Wheel Restaurant building will be
demolished. Approximately 20 other structures fronting this
section of U.S. 64/264 will apparently remain intact. Where the
exiting structures are located, a combination of open swales and
infiltration trenches utilizing paving blocks, filter cloth and
class "A" stone are proposed along the south side of the pavement
for stormwater management purposes.

N.C. Department of Transportation
Bio Report
Page Five
Immediately east of the proposed Melvin Daniels Bridge and
on the north side of the U.S. 64/264 alignment the applicant is
proposing to extend the right-of-way a maximum of 20 ' to the
north along a 1200 linear foot section of the roadway.
Approximately 1600 cubic yards of fill would be placed below MHW.
In order to accomplish the right-of-way extension rip rap would
be placed a maximum of 30 ' waterward of the mean high tide line.
Anticipated Impacts
The widening of the 5400 linear feet of U. S. 64/264 between
the western approach of the Washington Baum Bridge and the N.C.
345 intersection will involve the filling of 3 . 76 acres of open
water. Immediately west of the N.C. 345 intersection
approximately 5, 000 square feet (0. 12 acres) of wetland scrub
would be filled. Approximately 2 . 8 acres of "404" and coastal
wetlands would be permanently lost as a result of the Phase II
roadway improvements. Increased water turbidity is likely to
occur as a result of bridge construction activity and the placing
of fill and rip rap along the north side of the eastern approach
of the Melvin Daniels Bridge.
The applicant proposes to mitigate for wetland/open water
losses caused by Phases I and II of the U.S. 64/264 improvements
and the construction of the WRC public boat ramp as follows:
WETLAND MITIGATION
AMOUNT LOCATION TYPE ACCOUNTABILITY
(acres)
-0.90 Whalebone Junction Maritime Onsite Mitigation
Intersection Shrub for -21% of Maritime
Creation Shrub Habitat Loss
`1. 51 Manns Harbor Marsh Offsite Mitigation
Near NCDOT Port Creation for `55% of Black
Facility Needlerush Habitat
Loss
-3 . 98 Pea Island National Emergent Offsite Mitigation
Wildlife Refuge Marsh for -45% of Black
Waterfowl Creation Needlerush Habitat
Impoundments Loss, "75% of
Maritime Shrub
Habitat Loss, and
100% of Pine
Flatwoods Habitat
Loss
8 .26 Various Sites in Shellfish Offsite Mitigation
Roanoke Sound Bed of 100% of Open
(see Page 25 in Enhancement Water Loss at a 2 : 1
Mitigation Mitigation Ratio
Proposal)

N.C. Department of Transportation
Bio Report
Page Six
CAMA Review - Segment #1
The Dare County land use plan expresses strong support for
highway improvements. The County's policy for State and Federal
Program Support states "States and federally funded water and
highway transportation projects shall receive the highest level
of support" . The County identifies roadway improvements to
handle summer traffic as being needed, and places greatest
importance on improved evacuation routes, the main road(s) running
through the unincorporated communities on the Outer Banks, and
bikeways for alternative travel .
However, the particular new roadways alignment anticipates
significant impacts to coastal wetlands and estuarine waters.
The County's land use plan states that "the critical importance
of coastal wetlands has been recognized by including all such
areas in the Conservation category of the land classification
map" . Dare County's Conservation classification includes special
development standards that deem development appropriate where it
can be shown that "the proposed development will not destroy or
irretrievably alter wetlands" . The County supports the CAMA
permit standards for coastal wetlands and its policy is to
"support reasonable efforts by federal, state and local agencies
to protect and preserve coastal wetlands" .
For estuarine waters, the County's policy is to "discourage
developments that have a high probability of seriously impacting
the water quality or environmental values of the estuarine
resource" .
While Dare County' s land use plan gives strong support for
roadway improvements, the County's plan places critical
importance upon coastal wetlands, the estuarine system and other
similarly classed lands. It expresses equally strong support for
the protection of those lands and resources and it requires that
impacts to those land/resources must be kept to the minimum
possible.
Use of measures including alternative roadway alignments and
right-of-way widths fill reduction, and mitigation prior to
construction can together minimize the adverse impacts posed by
the particular proposal, maintain the resources and their values,
and as a whole, accomplish the environmental protection goals set
out in Dare County's land use plan. This proposal must meet
these goals as noted above in order to be consistent with the
Dare County land use plan.

N.C. Department of Transportation
Bio Report
Page Seven
CAMA Review - Segment #2
This segment lies entirely within the jurisdiction of the
town of Nags head. The Town has nearly completed an update of
its 1985 land use plan, and the new plan is likely to be locally
adopted and certified by the Coastal Resources Commission prior
to a decision being made on this permit application. There is
little difference between the applicable Town policies found in
each plan, such that the Town in its 1990 land use plan simply
adds a bit more clarity and specificity to the applicable
policies from its 1985 land use plan. Therefore, this CAMA
review is reflective of both the 1985 and 1990 (proposed) land
use plans.
As in the case of Dare County, the Town of Nags Head land
use plan calls for improvements to U.S. 64/264 or additional
bridges to the mainland to achieve the goal of quick evacuation
in the event of a major storm threat. The proposed improvements
are aimed at this purpose.
The Town places all CAMA AEC's and "404" wetlands" in its
Conservation classification of its land use plan. The Town calls
for any development that might occur to be done in a cautious
fashion and that only those uses allowed by local zoning and
state/federal regulations are acceptable. The overall goal is to
"provide for effective long-term management and protection of
significant, limited or irreplaceable resource areas. "
In sum, the proposed improvements will address in part one
of the Town' s traffic policies. So long as the proposed
improvements are found by the reviewing agencies to constitute
"development in a cautious manner, recognizing the environmental
sensitivity of these areas, " and to satisfy current regulations,
the Segment II proposal will be consistent with the Nags Head
land use plans.
Submitted by: M. Edward Harrell
Date: December 10, 1991

A% I'I.It:AI I(►N 111tc.ui(I►
A ; Appt leant: __N_C. DOT. -..-II_S__64/264 ----- -- Count y: Dare —_--
IAwnt Ion of Protect : U.S. 64/264 fran N.C. 345 intersection to Q.S._ 158 at Whalebone
Junction 3
Dal a Appllcnt ion Received Complete hy Field: October 29, 1991
Field Reconnmendat Intl: Al nulled ('o he Forwarded X
Field Representative: M. Edward Harrell Ni trIct Office: Elizabeth City
illst t Ict Hanager Review: -j02.//i/y''i
II) I).+te Application Recelvecl In Rairigh: _- Fee Ilec ' d : $ -
Fo h l I c Notice Rec•'cl: End of Holler Dale:
Adj . Rip. flop Notices Itec 'd: Ih•c•(I Pec'cl:
Application Assigned to: rnr
(:) J, Day Deadline: I 'iO Day Dracll ine:
flaiI Our Dale: St ;tte I)ue I);rle:
Fedora! line Date: fed Comments Hee'cl on
totinI l- Final Action: Ir:sne Derry Draft on
I)) 11CP.NCY DATE CIIf11It7N'I'S OBJECTIONS NOTES
!WIDENED YES NO
ConstaI Flauagetnent District Office
Division of Comm. Assistance
Land ()ua I i l y Section
Div. of Env. lianagc'menl
Slate Property Office
Div. of Archives h History
Div. of Env. lionlih
Div. of Highways
rErpiriprp
Wildlife Resources (nnnn)ss l erni
Div. of Water Re::ours es -_ i— --- 3 igg1
Div. of Marine flsherles

-4 4, 17�9� (1 e Ce)
. . ..,0.smut,- r Prennrr7-
-,1 i � ' FEB 2 7 1992
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Coastal Management
Highway 17 South • Elizabeth City, North Carolina 27909
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
MEMORANDUM:
TO: John Parker`
FROM: Ed Harrell -M'�
SUBJECT: Recommendations for NC DOT' s Application for CAMA Major
Permit to Replace Melvin Daniels Bridge and Widen U.S.
64/264
DATE: February 26, 1992
I recommend approval of the above referenced application
with the following conditions:
EXCAVATION/FILL/RIPRAP
1) An earthen plug shall be left between the relocated
canal along the south side of the U. S. Highway 64/264
between N.C. Highway 345 and the Washington Baum Bridge
and Roanoke Sound until excavation landward of the plug
has been completed. To prevent sedimentation in
adjacent waters, 24 hours will be allowed to elapse
before the plug is removed.
2) The waterward limits of the riprap proposed to be
placed along the north side of U.S. 64/264 and just
east of the Melvin Daniels Bridge shall be staked by a
representative of the Division of Coastal Management
within a maximum of thirty (30) days prior to the start
of construction.
3) The riprap material must be free from loose dirt or any
other pollutant. It must be of a size sufficient to
prevent its movement from the site by wave or current
action.
Route 6 Box 203, Elizabeth ( itv, North (larolina 27)09 "i elcphone 919 264-3901
An Equal Opportunity Affirmative Ar tion Employer

John Parker
February 26, 1992
Page Two
4) The riprap material must consist of clean rock or
masonry materials such as, but not limited to, granite
or broken concrete. Materials such as tires, car
bodies, scrap metal, paper products, tree limbs, wood
debris, organic material or similar material, are not
considered riprap.
5) The undercutting operation to remove muck from the
bottom of the existing canal and the filling of the
existing canal shall commence at the western end and
proceed toward the east (Roanoke Sound) . A silt fence
shall be located across the canal a maximum distance of
100 feet from the undercutting/filling activity and
remain in place overnight to allow the settling of
sediment.
6) Prior to undercutting/filling activities within the
existing canal silt fences or other sediment control
devices adequate to prevent spill over of solids into
the marsh shall be installed along the south side of
the canal.
7) The fill material will be clean and free of any
pollutants, except in trace quantities. Metal
products, organic materials, or unsightly debris will
not be used.
8) The temporary placement or double-handling of excavated
or fill materials within waters or vegetated wetlands
is not authorized.
9) No excavated or fill material will be placed at any
time, in any marsh or surround waters, outside of the
alignment of the fill area indicated on the
workplat(s) .
10) All excavated materials will be confined above mean
high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining
structures to prevent spill-over of solids into any
marsh or surrounding waters.
11) The disturbed areas will be properly graded and
provided a ground cover sufficient to restrain erosion
within thirty (30) working days of project completion.

John Parker
February 26, 1992
Page Three
12) In order to match the depth and width of the relocated
canal with the anticipated invent of the 36 inch
culvert to be placed under 64/264 at the canals eastern
end, the excavation of the relocated canal will not
exceed 4 feet below NWL and 6 feet in width.
WATER QUALITY
1) In order to protect water quality, runoff from the
construction must not visibly increase the amount of
suspended sediments in adjacent waters.
MITIGATION
1) The permittee will provide compensatory mitigation for
the unavoidable loss of wetlands and open water habitat
resulting from this project and NC WRC's construction
of a public boating access area on Roanoke Island,
pursuant to the August 1991 memorandum of understanding
between the North Carolina Wildlife Resources
Commission and the North Carolina Department of
Transportation. Mitigation will be provided in strict
accordance with the August 1991 Mitigation Proposal,
U.S. 64/264 Improvements prepared for NC DOT by
Environmental Services, Incorporated in Association
with Howard Needles Tammen and Bergendoff.
2) The Division of Marine Fisheries shall be responsible
for establishing success criteria for shellfish bed
enhancement activities and will monitor the enhancement
sites. The permittee will provide assistance as
requested and report findings to appropriate permit
review agencies.
3) To insure that the elements of the mitigation plan
involving wetlands creation are being followed and
adhered to, DCM representatives shall be contacted by
the permittee to verify compliance at the following
times:
a) Immediately following the grading of the site(s)
to surrounding marsh elevation and prior to
planting.
b) Immediately following marsh planting.
c) At 6-month intervals to inspect survival and
fitness of created marsh.

John Parker
Feburary 26, 1992
Page Four
4) If, after the 2-year monitoring period, the reviewing
agencies determine that the plantings do not meet the
50% survival standard or the 50% aerial coverage
standard set out in the mitigation plan, the permittee
shall consult with the DCM and other reviewing agencies
and implement necessary measures to successfully
accomplish the required compensation.
5) Season permitting, the off-site mitigation measures
will be commenced concurrently with project
construction.
GENERAL
1) NOTE: An Erosion and Sedimentation Control Plan will
be required for this project. This Plan must be filed
at least thirty (30) days prior to the beginning of any
land-disturbing activity. Submit this Plan to the
Department of Environment, Health and Natural
Resources, Land Quality Section, 1424 Carolina Avenue,
Washington, N.C. , 17889/127 Cardinal Drive Extension,
Wilmington, N.C. , 28405-3845.
2) NOTE: The permittee and/or his contractor is urged to
meet with a representative of the Division of Coastal
Management and a representative of the Army Corps of
Engineers prior to project initiation.
3) The permittee will maintain the authorized work in good
condition and in conformance with the terms and
conditions of this permit. The permittee is not
relieved of this requirement if he abandons the project
without having the permit transferred to a third-party.

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STATE OF NORTH CAROLINA
DEPART MENT OF 1 RANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN DIVISION OF HIGHWAYS
GOVERNOR
THOMAS J. HARRELSON WILLIAM G. MARLEY,JR., P.E.
SECRETARY STATE HIGHWAY ADMINISTRATOR
October 28 , 1991
David R. Griffin
District Manager
Division of Coastal Management
Highway 17 South
Elizabeth City, North Carolina 27909
Dear Mr. Griffin
Please reference your letter of October 4 , 1991 in which you
requested further information on The North Carolina Department of
Transportation' s application for a Coastal Area Management Act permit
to widen US 64/264 and replace the Melvin Daniels Bridge ( #14 )
between Roanoke Island and Whalebone Junction in Dare County. NCDOT
has addressed your request in the following manner.
Item 1 requested that all wetland areas to be filled be clearly
indicated on the work plats . Sheets 8 and 9 have been modified to
denote the wetland areas to be filled. All other plats appear to
accurately show wetlands fill . Please note that the wetlands loss
calculations included in our mitigation plan were based on the same
information as that shown on the revised permit plats .
Item 2 requested further details on construction design plans
and methods for the replacement of the Melvin Daniels Bridge . The
existing bridge will serve as a temporary crossing until traffic can
be detoured onto a section of the new bridge, and then the old bridge
will be removed. Construction of the new bridge will utilize a cast
in place deck . A 24" water line and all associated supports north of
the existing bridge will be removed, and the new water line will he
carried on the deck of the proposed bridge . The bridge will possess
a width of 93 ' 2" and a length of 450 ' from fill face to fill face .
Two end bents and 11 supporting bents are to be utilized.
The horizontal distance between the center points of the bents
An Equal Opport'inity/Attirniative Action Employer

f
•
will be 37 feet 6 inches . At the lowest portion of the proposed
bridge structure over Muddy Channel , the bridge will have a vertical
clearance of approximately 5 . 45 ' at mean high tide .
On the west end of the bridge , the existing seawall is tote
removed and replaced with Class II rip rap with a 2 : 1 slope . On the
east end of the bridge, the existing seawall will be removed and 85
linear feet of material excavated for a distance of 50 feet on each
side of the centerline of the roadway. A clam shell type dredge will
be utilized during excavation . This material will be deposited en a
suitable upland site . The existing seawall will be replaced with new
Class II rip rap approximately 65 feet east of the existing seawall .
Filter fabrie is required under the rip tap at both end bents .
Please see the enclosed design plan sheet for the exact locations of
the proposed excavation and rip yap .
The existing bridge piles will he dislodged by the use of a
vibrating apparatus , and then removed using a crane . The new bridge
piles will be placed utilizing a hydraulic jet for the majority of
the depth of the pile, and using a pile driver for the last several
feet.
Other than that shown on the enclosed design sheet , no further
excavation or fill is anticipated . No construction access canal will
be required, and no hydraulic dredging is scheduled to tah�e place .
All construction should take place from barges or from the bridges
themselves .
Item 3 requested that NCDOT supply the Division of Coastal.
Management with 20 copies of our mitigation proposal . The North
Carolina Department of Transportation feels that this request is
excessive . Therefore, we submit for your use 8 copies ( 4 to Raleigh
office and 4 to Elizabeth City office ) . Each office should .already
possess 1 copy, bringing the total number of copies supplied to 10 .
Item 4 requested that TI°DOT provide an accounting sheet with
various wetlends impact and mitigation data listed. In eccold ince
with this request, we submit the enclosed accounting sheets to
summarize they data that was presented in our mitigation proposal .
The North Carolina Department of Transportation feels that the
proposed mitigation plan adequately compensates for wetlands impacts
associated with the replacement of the Washington Baum Bridge, the
improvements to US 64/264 between NC 345 and Whalebone Jr_uetion, end
the construction of a boat launching facility by the N . C . Wildlife
Resources Commission. We hope that the information provided will
allow your office to begin processing of our permit application .

Please be auare that this project i :-—7hartvled to be let to r.ont.i. ,-; :t.
in August , 1992 . Therefore, yc,'tr pinnipt attention to thir4 matt el
would be gr-atly appreciated . If ynn reg'iire any additional
information . p1ea:;e contact. MI . Uongg Hitggett. of MCDOT' s Pnvi rontnental.
Unit at ( 91 ) 73-9770 .
fiincFi �, ! y,
46e141 -70-12--
L . R. Goode , PhD, PE
Program: , Policy and P"clget
•
LRG/dvh
cc : John P .,u-ker , DCM
Dennis Pip}:in , PE , NCDCIT
Barney 0' Guinn, PE , NCD+ "T
David r')ster, DEMUR

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1 ;4 OCT 0 7 1991
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State of North Carolina
Department of Environment, I lealth and Natural Resources
Division of Coastal Management
Highway 17 South • Elizabeth City, North Carolina 27909
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
October 4 , 1991
L. R. Goode
Director, Programs, Policy and Budget
Division of Highways
NC Department of Transportation
P. O. Box 25201
Raleigh, NC 27611-5201
Dear Dr. Goode:
The Division of Coastal Management has received and
completed an initial review of your application for a CAMA permit
to widen US 64/264 and replace Melvin Daniels Bridge ( #14)
between Roanoke Island and Whalebone Junction, Dare County.
Our initial review has determined that your application as
submitted is incomplete. Please supply the following information
so that we may begin processing your application:
[ 1] Clearly delineate and show all wetland areas filled on
the plats; especially, show wetlands filled in
association with the construction of the proposed entry
road into the NCWRC boat ramp facility (sheets 8 & 9) .
[2 ] Supply more details on design, construction methods,
vertical and horizontal clearances, excavation and fill
associated with the Melvin Daniels Bridge replacement.
[3 ] Supply 20 copies of your mitigation proposal (10 copies
to our Raleigh office and 10 copies to this office) .
[4 ] Provide a detailed chart/accounting sheet with the
following information:
[a] wetland filled
[ i] Project
[ ii] General location
[ iii] Wetland type
Route 6 Box 203, Elizabeth City, North Carolina 27909 rich phone [phone]
An Equal Opportunity Affirmative Ac tinn Employer

L. R. Goode
October 4 , 1991
Page Two
[b] wetland mitigation
[ i] Location
[ ii] Type
[ iii] Accountability with wetlands filled
[c] Open water filled
[ i] Project
[ ii] General location
[ iii] Mitigation
As soon as the above information is received, we will begin
processing your request. Should you have comments and/or
questions regarding this matter, feel free to contact this
office.
Sincerely,
kc)(241;
David R. Griffin
District Manager
DRG/dc
cc: P. Pate
J. Parker
File