19910123 All Versions_Complete File_19920213

a.?
e,r STATE °
4
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Febru,a.rv 11. 1992
Mr. Barney O'Quinn
Planning and Environmental Branch
N.C. Department of Transportation
Raleigh, North Carolina
Dear Mr. O'Quinn:
George T Everett, Ph.D.
Director
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed replacement of Melvin Daniels Bridge and
Widening of 64/264 between NC 345 and US 158/NC12
Project # 91938
Dare County
Attached hereto is a copy of Certification No. 2693 issued
to N.C. Department of Transportation dated February 13, 1992.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
L
C?
t;eorge T. Everett
Attachments -
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Regional Office
Washington DEM Regional Office
Mr. John Dorney
Mr. John Parker
Central. Files
RI(,IONAI OFFICES
A?hevdlc Fayetteville Mo orcwdle I6Icigh WaShingloll AVilminq;trm Wingdm-Salim
704/2516208 919/486-15.11 704/66316 9 914. 7147(X) 919/94oo-181 919,345 OX) 919/89(}7(X)7
Pollution Prevention Pays
I'). Box 29535, RAcigh, North ( mohna 276260535 *iclchh,nm 919711 MIS
N" '1-1 t 1?geaaunn Alf" w-

NORTH CAROLINA
Dare County
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 N.C.
Department of Transportation pursuant to an application filed on
the 13 day of December, 1991 to replace Melvin Daniels Bridge and
widen US 64/264 between NC 345 on Roanoke Island and US 158/NC12
intersection at Whalebone Junction.
The Application provides adequate assurance that the
discharge of fill material into the waters of Roanoke Sound
tributaries in conjunction with the proposed road and bridge
improvements in Dare 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 withthe
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 13 day of February, 1992.
DIVISION OF ENVIRONMEN'T'AL MANAGEMENT
--I George T. Everett, Director
WQC# 2693
STA
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
December 10, 1991
MEMORANDUM
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: N.C. Department of Transportation - U.S. 64/264
Project Location: U.S. 64/264 from N.C. 345 intersection to U.S. 158 at
Whalebone Junction in Dare County.
Proposed Project: 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 II) and Phase I improvements to U.S. 64/264.
Please indicate below your agency's position or viewpoint on the proposed
project and return this form by December 30, 1991. If you have any questions
regarding the proposed project, please contact M. Edward Harrell at 264-3901.
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 to the project for reasons described in the
attached comments.
Signed ??--? Date Z- Z-
Route 6 Box 203, Elizabeth City. Nr)rth C,,0lin,, ?7909 I clr pliunc 90 26.1 3901
An Equal Opportunity Aflirmativc• Aoiun Fmplover
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
PROJECT NAMF,:,?C° IJ p 1 LC_S
,(S11-?-F
COUNTY:
STREAM ADJACENT WATER BODY: 1
BASIN: OPEN OR CLOSED:
STORMWATER PLAN REQ'D: (Y OR N
IF YES, DATE PROVED:
PROJECT DESCRINON:
_T_?
w1 n . _ .
U CLASS:
FOR SHELLFISHING

ASS NE TO:
DATE APP. REC'D.:zI/? (YY/MM/DD)
INITIAL REPORT: (YY/MM/DD)
FINAL REPORT: (YY/MM/DD)
WATER QUALITY CERT. (401)
CERT. REQ'D: (Y OR N)
JOINT NOTICE (Y/N)
RECOMMENDATION:
(ISSUE/DENY/OTHER)
IF YES: GTNERAL CERT: /V (Y OR N)
TYPE GEN: (INDIVIDUAL CERT: ?I
(BULKHEAD, BOAT RAMP, ETC.) T
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: /V14
(EXISTING, PROPOSED SEPTIC TANK, ETC.)
TO BE PERMITTED BY: (DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE? (Y OR N)
WATER/WETLAND FILL r?
AREA OF FILL: WATER: 3. /
WETLAND : ,Q . :Z WLC--.
IS FILL ELIMINATING A SIGNIFICANT USE? (Y OR N) M A4 W &,?
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE? (Y OR N) AREA TO BE DREDGED
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? (Y OR N)
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL:
MARINA SERVICES:
OXYGEN IN BASIN-t- - _
WATER:
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
ERMIT RESTRICTIONS: _
cc: WaRO - Dorney - Central Files - DCM: J. Parker, Morehead City,
Washington, Elizabeth City
w 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.
3.
4.
& FILL X CAMA
11-20-91
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
COASTAL WETLANDS_X PUBLIC
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 F.ROSION_0 SOURCE Applicant
7. HABITAT DESCRIPTION:
PHOTO INDX: 1989:150-1 M-6/7 N-6/7 O-6/7 1984:139-475 0-2/3 P-2/3_
Q-2/3
STATE PLANE COORDINATES: X: 3002500 Y:_799000
INVESTIGATION TYPE: DREDGE
INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT
(B) WAS APPLICANT PRESENT
AREA _
(A) VEGETATED WETLANDS DREnGE__D__ FILLED OTHER _
Wetland Scrub 5000 sq. ft_
11404" and Coastal Wetlands 117,612 sg_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 II) and Phase I improvements to U.S. 64/264
SHORELINE_X_
TRUST WATERS X
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 (Soartina 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 (Pinu_s taeda) and live oak (4uercus
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 55001in 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 ( ad um 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 11404" 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
Near NCDOT Port
Facility
Marsh Offsite Mitigation
Creation for -55% of Black
Needlerush Habitat
Loss
"3.98 Pea Island National
Wildlife Refuge
Waterfowl
Impoundments
8.26 various sites in
Roanoke Sound
(see Page 25 in
Mitigation
Proposal)
Emergent Offsite Mitigation
Marsh for -45% of Black
Creation Needlerush Habitat
Loss, -75% of
Maritime Shrub
Habitat Loss, and
100% of Pine
Flatwoods Habitat
Loss
Shellfish Offsite Mitigation
Bed of 100% of Open
Enhancement Water Loss at a 2:1
Mitigation Ratio
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 LAMA
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 11404" 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
r
STATE OF NORTH CAROLINA
DEPAR I MFN 1 Of 1 RANsPOR T Al ION
P O.RO)X 25201
RAIJ IGI 12761 1 5201
JAfAt S G MAf1T IN
(;OVf RNOR
I HOMM, J HARRFFSO ?? 1
SFCM IARY
October 28, 1991
David R. Griffin
District Manager
Division of Coastal Management
Highway 17 South
Elizabeth City, North Carolina 27909
Dear Mr. Griffin

OU?.9'`1
GYe
El rn` .'f? rhy
I)IVISION (-)f 111('II IWAYS
Wit l lAM G. MARI_LY, Jf 1 , f' F
91A I F I II(;I-IWAY AI)MiN191 BATOR
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 be
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 Fdu,tl Oppmfnnily/Affimi, live Aclion Fmploym
,
will be 37 f -,t G incllps. ,\t th- I nwo-:t. ro l t i.nn of tllr' p1--r lp !:'r,d
bridge struc'I111r' c,Vr'1 ftllddy ('11,111llr'1 , till, }tl i(icIV• wi.l l I);lvr -Ii'tl t jr .l.l-
clearance of appro.-.imately 1:,.4r,' rlt mW,vl 1li.Ctli t.irle.
On the 'Jest enrl of tlir-- hi rl rr t he (=,x i t illct sr? lw,9I I i t. I
removed and I ?p] aced with cl 1 I l i p rap vii t- II a ? l I r l C"I t l1'
east end of t lie bridge, tllF, r,i ?i t i llg E r, 119,1 1 1 w i 1. }aF l r 111 rr r1 r1.1111
linear feet -f material exr-al%aterl fni a di-tan- of rin fret ,u r,.-1r.11
side of the „Pill er] i.ne of t hr, 1 (,-lclway . A c1 Gill rllell typr, rll r,rl-jn r•, i I ?
be utilized ,1uri lig excavat.i IiI . •T'll i.: III eI: i a]. 11il ]- hp clr•,1",r i tr,rl r I I
suitable lip].lnd sit-. The i nci oe.-, w II 1 F1i l ]. be l r,r,l a >rl "'r i 1 11 11-w
Class II rip rap appro?,imat - l y r7, fr rat e•1:7 of t I I P e': i :- t.i 11-I r-, loUl 1.!
Filter fabri i . requil ed lllIrlr,l I lir, 1 ip 1 ii it 11,-,tll r,prl 1)c.II .
Please see t he enc,-1nsed der i gn 1, 1 i1 r;h -et f r,r flip ex,.r l c r?' i r u:, f.
the proposed exr•avat.ion and l i1, l a1,.
The e x i -- tillg M idge pi lr,s t, i II hr (I is].r>rlgn d by t ilr? u'r' '-,f ?1
vibrating ar ,•ar,-ltuF;, and tllrll l r'•Ilic-If-,fl 11F'ill'_1 El. r•1 ile. 1'll li'l/ l,l: irlrip
piles will b > placed utiliz i rig liyrll alll j,,- jr,t fr:,r t11, t y r-If'
the depth of thr' pi l.e, and Il,: i 11'1 '1 1-I i ]':, (11 i v-i fclr thF> I -Ii-'t ;11
feet.
Other tl,lan that shr>wn on thr' r Jlr'1 ,r r,d riesigu ;:hot-•t:, 11r-, feu t.l1r l
excavation o,, fi ll is antic i1,,lt orl fl tl 11c't:i011 lr'r•c, r r' l)l 11 I. i 1 1
be required, and no hydrau]_ i r' dl c rlcti llg i_,• Fir:•liecll-iled t-lo t ,-1'• r, 1? Lard
All construrLion should tal'.- p lr,r, flrr_Inl harr1r s r,l fi,.,Jn the 111 i.rlclr,
themselves.
Item 3 equested that t1r'L-T' '.IlppIy t:hr, DivirJ('11 r,f I' ;1 ;-t;1I
Management: w i th 20 copios cIf r,III ill i t i qat i'Al Pl. (:)pr>sal . T,Ir, 11-1 t-1
Carolina D ep,rtnlent of Trap"1 J t.,i? it„I fe-l r; f.11•at- tlli.r I i,
excessive . Tll-ref_or-, hip s1111ui it f -t y ,111 r_r,pir.,( r?i :711
office and 4 to Eli..-,abPth ri i '_ rif f i,'-) . Rar• h ?Iffir? rl,',ti l a ,1 . .,?i,
possess 1 rnl,y, hritlginLl tlp, tr!t I illunllr?l (If
Item 4 r-giii'sthd tl?at i1''Iltl'1' i•1 „•,i 1c, .111 f 11'I 1 S.)i,„ I rri h
various we t I IJidr impact alit, Ill, 1 i C i I I i r',l 00 -1 l i t?rl , T Jl 'c' ,l l ,11''r'
with this r-iueE't, wP s11hillit t1ll Ilr 7 r ."r?rl ttI)f iIlrt c11r,c.1 1
summarize t11'. d?it:a that wa r r:,.< •- IIt r (I i i) x1111 m i ti g?1t. i.on l rr 1, r r, 1 .
The Mol ' h Carelin,.1 Dep,,, t-mt_Iw-. f- T1 ,-IIli- p,>l tit i.c,n i', , 1: 11„i t Ili,
proposed mit rt t io11 pl,.,n arlr,rpi Itr+] y' rr`11p"llft;1 t Or hint 1:,1IC1 111"1-, t
associated w' th the replacell„-,lit t: the wip]li-ilgt,r}11 P•11.1111 P,I i rlclc t improvements to US r)4/2(-,4
1 r.,f lrrr tt 11 11 ;1nrT 1^IiI ll elintln TIIii"1 i r.I, 1
the constt't_lc•I 101, of a }trt t 1",tlllr'l11'i,:t f.?ri-l it 11y thr I i1 i'
hesollrces Cie-mli`,sir?,l) . W<' 11, 1 , 11, ,t fll,, 111fr,11ns,1"ic?11 1 1 , l I ,.1i I
a110W yotll. c t fit'" trl hpCJi11 ;II ,,r r" l ll ) ':If r'I11: 7?'1.hli t. 1t'I ?. L,'
1 _ i ,I?
I
Please I a, -lr? t ll,lt. t I I is 1'I ' i ''11 t , ' I , t ' ; I , I
1.11 At19w•1., 'lcl.' 'I'll ("I r-,fr11 y'r'i,I (il r 111('1 11 t r'llt lr)l) 1 1 Ili 1 ''1
would be CAL' itI y -ipprer'iatr rl 1 r , r,•lii i l r' Ul'y' 1,1'1 I I'_II
111fC rlll%lt: 1 c II PI -'a"r=' c-III t a-t II! 1' -Ir( llilrlrlr t I r f tl''T]r''1' I'll's i I r,liulr tl' rl I
Unit at (91 7''-`)770.
?vXv'`: J ??'W Q
LRG/dvll
John F 1"r I f'r_'t•1
[lAnn i r I' i l'I? in , PF; , P?l('I )' '!Pd]:1l'?'y' (_'11.1111, PF: II''I I.
David I)FII111'

AMOUNT
(acres)
3.01
1.39
0.12
0.65
0.70
0.52
PROJECT
NCDOT Phase
I and II
NCDOT Phase
I and II
1JCDOT
Phase II
WRC Access
Road
WRC Boat Ramp
Facility
WRC Boat Ramp
Facility
Wetland. Filled
LOCATION
Predominantly
on West Bound
Approaches
Predominantly
on East Bound
Approaches
Immediately
West of NC 345
Intersection
WRC Access Road
WRC Boat Ramp
Facility
WRC Boat Ramp
Facility
TYPE
Maritime
Shrub
Thicket
Black Needlerush
Marsh
Pine Flatwoods
Black Needlerush
Marsh
Black Needlerush
Marsh
Maritime
Shrub
Thicket

WETLAND MIT-IGAT ON
AMOUNT LOCATION TYPE ACCOUNTABILITY
(acres)
20.90 Whalebone Junction Maritime Onsite Mitigation
Intersection Shrub for z21% of Maritime
Creation Shrub Habitat Loss
21.51 Manns Harbor Marsh offsite Mitigation for
Near NCDOT Port Creation z-55. of Black Needlerush
Facility Habitat Loss
=3.98 Pea Island National Emergent Offsite mitigation for
Wildlife Refuge Marsh z45% of Black Needlerush
Waterfowl Creation Habitat Loss, X751-, 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 1009, of open Water. Loss
(see Page 25 in Enhancement at a 2:1 Mitigation
Mitigation Proposal) Ratio
I ,
OPEN WATER-FILLED
AMOUNT PROJECT LOCATION
(acres)
3.76 Nr'DOT Phase II Open Water
channel parallel
to Eastbound
US 64/264
0.29 WPC Access WRC Access
Rnad Road
0.27 WPC Boat Ramp WRC Boat Ramp
MITIGATION
Shellfish
Bed
Enhancement
Shellfish
Bed
Enhancement
0.19 Acres Created
Onsite
Remainder
Mitigated by
Shellfish Bed
Enhancement
Note: Please see mitigation proposal for specifics on shellfish bed
enhancement measures.
IOOJN AA( Y)
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 LAMA 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:
1000N A,fO:)
1. Permit right of way encroachment by the
COMMISSION for developing a'bcess 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
Title px't_C,
Date 2 -91
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
By r
Title
??i,?; ??c?rn ??? 1 r??,•
Date
100Dr4 n,10.)
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and storm water con-
trol. If the requested information is not relevant to your
project. write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name ATTN: Dr. L.R. Goode, P.E.
Director, Programs, Policy & Budget
Address QppartmPnt of Trancnortati(ln
P. 0. Box 25201
City ..ttaleiqh-State North Carolina
Zip 27611 Dayphone 919-733-2031
X Landowner or Authorized agent
b. Project name (if any)
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
Nf. 64-26A
b. City, town, community, or landmark
c. County Da re
d. Is proposed work within city limits or planning
jurisdiction?_ No
e. Name of body of water nearest project
Roanoke Sound
If you plan to builTa marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
NPw work
c. Will the project be for community, private, or
commercial use?
Bran ' Pub] is
d. Describe the planned use of the project.
N/A
4 LAND AND WATER
CHARACTERISTICS
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
N/A
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract N/A
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
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
IO(1:)N ,10:)
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed- N/A
b. Number of lots or parcels _ N/A
C. Density(Give the number of residential units and the
units per acre.)- N/A
d. Size of area to be graded or disturbed
N/A o.
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 a.
mean high water to be covered by impermeable
surfaces. such as pavement, buildings, rooftops.
If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
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.
_ N/A Fill placed in
wetted or below
MHW
j. Have these facilities received state or local approval? Upland fill
N/A areas
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
m. Water supply source _.N/A
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
6 EXCAVATION AND FILL
INFORMATION
Length Width Depth

26 , 400
C. Y.

t'y . • .via
.
b. Amount of material to be excavated from below
water level in cubic yards.., None
c. Type of material N/A
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
No
e. High ground excavation, in cubic yards
N/A
3/91
1007N A,10:)
f. Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area
c. Shoreline erosion during preceding 12 months, in
feet None evident
d. Type of bulkhead material Rock embankment
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance?_ N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fill in cubic yards 26400
in. Type of fill material Suitable Roadway Materials
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? Yes
p. Dimensions of the wetland to be filled
30' x 5400'
q. How will excavated or fill material be kept on site
and erosion controlled?
Strandard NCDOT Erosion control measures
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Typital heavy roadway cons tructio
material
s. Will wetlands be crossed in transporting equipment
to project site? _JkL If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap 1200'
b. Average distance watem,ard of mean high water or
normal water level 91
e. Amount of fill, in cubic yards, to be placed below
mean high water _ 1600
f. Type of fill material Rock embankment
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 W.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
1000N - AAoo
Name
Address
Name
Address
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.
Name
Address
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).
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 d y of , 19
A 04JI-L .
X ?"_
v
Landdwner o? Authorized agent
3/91

_\1!J

S NATIC)"
?DOUARTdtS II
1, D C ,I;
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N.C. DEPT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DARE COUNTY
PROJECT 6.059001T (R-2304)
IMPROVEMENTS TO US 64-264
SHEET ( OF 39
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BASIN
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DIVISION OF HIGHWAYS
DARE COUNTY
PROJECT 6.059001T (R-2304)
IMPROVEMENTS TO US 64-264
SHEET 3(G OF 39
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PROPERTY OWNERS:
O Aurthur L. Midgett
Route 1, Box 1256
Manteo, North Carolina 27954
2O. Russell E.. Twiford
P. 0. Box 99
Elizabeth City, North Carolina 27909
3O. Shepherd Nathan
1010 S. Ocean Boulevard
Pompano Beach, Florida 33062
O Roanoak Harbor, Inc.
P. 0. Box 47
Manteo, North Carolina 27954
O 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

NOTICE. OF FILING OF
APPLICATION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CER'LVF+-?ION
The Department of Environment, h and a? al Resources
hereby gives public notice as requ' d??'NC&S l' A-119(b) a
143-215 3(a) (1) (c) that N.C. DEPARTM q TR. ,POI TION of Da e
County, filed an application on Oct 'er -or 91 for a pe i
from the Division of Coastal Managem toP e?g'elo in an Area of
Environmental Concern and for certifi on 'fro e Division of
Environmental Management that a disch ITt'•?' 11 material in
project wetlands will not violate app le water quality
standards.
According to said application N. c. DEPARTMENT OF
TRANSPORTATION proposes to replace the 345 .11.g1mi r__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 II) and Phase I improvements to U.S. 64/264.
A copy of the entire application and additional information
may be examined (or copies furnished upon request and payment of
reproduction costs) during normal business hours at the office of
M. Edward Harrell, Division of Coastal Management, located at the
Division of Coastal Management, 1367 US 17 South, Elizabeth City,
N.C., 919/264-3901, and/or the office of Deborah Sawyer, Division
of Environmental Management, DEHNR Regional Field Office,
Washington, N.C., [phone].
The Division of Environmental Management proposes to take
final action on this water quality certification on or before
January 9, 1992. The issuance of the CAMA Major Development
permit and the Section 401 Certification may deviate from this
projected date depending upon the nature of the comments
submitted and subsequent hearings that may result.
All persons desiring to make comments should do so in
writing to Roger Schecter, Director, Division of Coastal
Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
January 4, 1992 for consideration in the CAMA permit decision,
and to Mr. Bill Mills, Division of Environmental Management, P.O.
Box 27687, Raleigh, N.C., 27611, prior to December 30, 1991 for
consideration in the water quality certification decision. Laterf
comments on the CAMA application will be accepted and consideredl-,'
up to the time of permit decision. Project modifications may,*'`
occur based on review and comment by the public and state and
federal agencies. Notice of the permit decision in this matter
will be provided upon request.
PUBLISHED ON: SUNDAY, DECEMBER 15, 1991