20051608 Ver 2_Other Agency Comments_20061005

~~ _ _/,~
'7+~ ~ ~~-
~~ NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
October 4, 2006
MEMORANDUM: p~~ ~ ~ ~ i"~
TO: Ms. Cyndi Karoly Qrj 5 2QG6
. Environmental Biological Supervisor
Division of Water ualit D~Nfl - WAl'ER QJALiTY
Q y WE TLAAR9S AND S i (?r?RdWp,TER BRJWCli
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: N.C. Dept. of Transportation
Project Location: Craven, follow Hwy 70 Business into New Bern. Project is located over the
confluence of the Trent River and the Neuse River.
Proposed Project: Proposes to replace the existing swing span bridge (Bridge #60) over the Trent
River with a new bascule bridge and associated infrastructure.
Please indicate below your agency's position or viewpoint on the proposed prof ect and return this form by
October 25, 2006. If you have any questions regarding the proposed project, please contact Stephen Lane at
[phone]. When appropriate, in-depth comments with supporting data are 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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled 110°o Post Consumer Paper

l
DCM % DWQ
Development Type FEE (14300 1601 435100093 1625 6253 24300 1602 435100095 2341
I. Private, non-commercial ,
development that does not involve 5250 100% ($250) 0% (50)
the filling or excavation of any
wetlands or open water areas:

11. Public or commercial development u
that does not involve the filling or 5400 100% ($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality 5250 100% (5250) 0% (SO)
Certification No.3301 (see attached)
qn be applied: ,
III(l3): For public or commercial
development, if General water Quality 5400 100% (5400) 0% (50)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60% (5240) 40% (5160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60% ($240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60°0 (5285) 40% (5190)
than one acre of wetlands and/or
open water areas:
:~

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION KEPORT

CANT'S NAME: North Carolina Department of Transportation
TION OF PROJECT SITE: To access the project site follow I-Iwy 70 Business into the City of
ern. The project is located over the confluence of the Trent River and the Neuse River in Craven
[ndex - 2006: 72-6288 (A-G, 19-22) 2000: 72-841 (S-X, 1-6)
'lane Coordinates - X: 2,586,883 Y: 496,743 Rover File: M091113A
Le: 35° OS' S9" Longitude: 77° 02' 16"
~TIGATION TYPE: CAMA
~TIGATIVE PROCEDURE: Dates of Site Visits -July 18, 2006 and September 11, 2006
Was Applicant Present - No, No
EBBING PROCEDURE: Application Received Complete: August 28, 2006
Office -Morehead City
>ESCRIPTION:
.ocal Land Use Plans -City of New Bern and the County of Craven
'_and Classification From LUP -Developed/Conservation
~EC(s) Involved: EW, PTA, ES
vVater Dependent: Yes
mended Use: Public
vVastewater Treatment: Existing -Connection to City of New Bern
Planned -Connection to City of New Bern
l'ype of Structures: Existing -Bridge for public use
Planned -Bridge for public use
Intimated Annual Rate of Erosion: N/A
source - N/A
hAT DESCRIPTION: [AREA]
EXCAVATED FILLED nTHF.R
Water Existing Shading 64,860 sf
Additional Shading 4,360 sf
Tem .Shading 53,875 sf
ground 7,600 sf Disturbed by project 54,165 sf
Total Area Disturbed: 184,860 sq. ft.
E'rimary Nursery Area: No
Water Classification: SB; Sw, NSW Open: No
ACT SUMMARY: The applicant proposes to replace the existing swing span bridge (Bridge #60)
over the Trent River with a new bascule bridge and associated infrastructure.

1<
FIELD INVESTIGATION REPORT:
+ NORTH CAROLINA DEPARTiVICNT OF TRANSPORTATION
BRIDGE NO. 60 OVER THE TRENT RIVER
PAGE #2
---------------------------
9. NARRATIVE DESCRIPTION:
Project Setting
Bridge No. 60 is located on Hwy 70 Business over the Trent River near New Bern, Craven
County and is located on the north side of the US/70 US/17/ NC 55 Interchange, adjacent to the
Bridge Point Hotel and Marina on the south end of the bridge. The bridge terminates adjacent to
Union Point Park and the New Bern Convention Center on the north end of the bridge. The New
Bern side of the bridge lies within the city's historic district, which is also declared a state and
national historic district as well. The bridge is positioned over the. Trent River at its confluence with
the Neuse River. The bridge allows for the flow of traffic between James City and the City of New
Bern.
Bridge No. 60 was constructed in 1955 and is 1,763' in length and 36.3' wide. The bridge has a
28' travelway (two 12' wide lanes with 2' shoulders) and 3' wide sidewalks with railings on each
side of the bridge. The approach to the bridge on the north is 350' in length and the approach on the
south is 1,190' . The bridge has a 220' truss swing span that is located over the center of the, federal
navigation channel in the Trent River. The bridge has a navigational clearance of 13.5' underneath
the bridge with the swing span closed. The bridge provides two 76' openings with unlimited vertical
clearance when open.
The Trent River is classified SB; SW and NSW by the 1/MC in the area of the proposed
construction. The Trent River is classified by the Division of Marine Fisheries as Joint Waters,
however, the area is not considered a Primary Nursery Area. The waters are closed to shellfishing by
the Shellfish Sanitation Section of the Division of Environmental Health. At the project site the
Trent River is approximately 1700' wide. Water depths in the area of the bridge range from -1' to
-14' below the NWL. SAV's were observed in the project area during site visits, located on the
southeast side of the bridge to 100' beyond the shoreline, and to approximately 400' beyond the
shoreline on the southwest side of the bridge. The creek bottom substrate is composed of silty sand
in the project location.
Project Proposal
NCDOT proposes to replace the existing B ridge No. 60 over the Trent River and has scheduled to
begin the replacement in 2007. The project involves replacement of the existing swing span bridge,
related approaches, and traffic control devices with a bascule bridge, new approach structures, and
new traffic control devices. To initiate the project, the existing bridge would be closed and traffic re-
routed from James City to New Bern via the Hwy 70 Bypass to Pembroke Avenue. The existing
bridge would be completely demolished, beginning at the top and working down to the bottom
bridge strictures, and removed from the project site utilizing Best Management Practices for Bridge
Demolition and Removal.
The new bridge would be 1,762' in length and 36.1' in width, which would be within the footprint
of the existing bridge. The new bridge would include a 130' long bascule centrally located over the
federal channel which, when open, would provide 130' of horizontal clearance through the bridge
with unlimited vertical clearance. In the closed position the bascule would provide 16' of vertical
clearance under the bridge, which is an increase of 2.5' above the existing 13.~~ clearance.

FIELD INVESTIGATION REPORT:
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
BRIDGE N0.60 OVER THE TRENT RIVER
PAGE #3
The new bridge as proposed would have two 11' travel lanes with a 2' wide gutter and a raised
S.S wide sidewalk on the southbound lane. The northbound lane will have a 4' wide shoulder
section. The bridge will also have rails along each side of the bridge for safety purposes. Two 10'
wide x 100' long parking areas for a total of six parking spaces are proposed on the east side of the
bridge. The parking areas would provide parking for maintenance crews and for the bridge house,
which is to be constructed over the bascule support on the northeast side of the bridge opening. The
bridge will be constructed in accordance with the "Findings of Adverse Effect Documentation"
prepared b~ the NCDOT and the Certificate of Appropriateness issued by the New Bern Historic
District Preservation Commission. To construct the new bridge a temporary work bridge will be
constructed approximately 35' wide along the entire length of the bridge. Work barges will also be
utilized to construct the bridge where possible. New traffic control signals are also proposed at both
entryways to the bridge bascule. To stabilize the shorelines at the bases of the bridge during storm
events, the applicant has proposed to place Class 1 riprap an average distance of 25' landward of the
existing concrete bulkheads for approximately 230' of shoreline.
The applicant has also proposed to replace the approach structures to the bridge. The asphalt on
the south end of the bridge would be removed for a length of 460' from the foot of the bridge and the
75' wide area (including the road shoulders) would be re-graded. The pavement would then be
replaced. The approach on the north side of the bridge would similarly be re-graded and replaced for
a 60'wide x 300' long section. A~ 5' x 200' sidewalk is proposed on the northern approach to the
bridge and a 5' x 570' sidewalk is proposed on the southern approach to the bridge to facilitate
pedestrian traffic across the bridge. To stabilize the shoulders of the road on the north end of the
bridge, two 16d' long retaining walls are proposed at 33' landward of the NWL. The retaining walls
would be made of brick and mortar and would taper down from approximately 4' on the south end
near the shoreline to 2' in height on the north end of the structures.
Anticipated Impacts
The proposed bride would permanently shade 69,220 sq. ft. of Estuarine `'Waters and Public Tnist
Area of the Trent River, of which 4,360 sq. ft. would be new. The construction of the temporary
work bridge would also require the temporary shading and disturbance of 53,87 sq. ft. of Estuarine
Waters and Public Trust Area. The pilings and bascule supports would create 6,019 sq. ft. of
permanent impacts to surface waters. Temporary impacts would include 630 sq. ft. for the
construction of the cofferdams used in constructing the bascule supports and 3.00 sq. ft. for work
bridge pilings. The project would result in 61,765 sq. ft. of high Around disturbance for the Grading
and paving of the new approaches to the bridge, construction of the retaining ~~•alls, sidewalks, and
riprap, of which 7.600 sq. ft. would be new fill for sidewalks and rip rap. The navigable clearance
under the bridge in the closed position would increase by 2.~' from 13.5' to 16', which should
slightly decrease the number of requests for bride openings. The bridge ~~ ould also allow an
increase in the horizontal clearance from 76' to 130'. The number of lanes on the bridge will remain
the same, however, the new bridge will be constructed to newer and stricter safety standards. The
community's use of US 70 Business would be interrupted and rerouted during the three year
construction period of the project.

•

FIELD INVESTIGATION REPORT:
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
BRIDGE NO.60 OVER THE TRENT RIVER
PAGE #4
---------------------------
The applicant has committed not to do any in-water work during moratorium periods associated
with anadromous fish migration (February 1.5 through June 30) so that impact to these populations
should be minimal. No additional closures of shellfishing waters are expected in association with the
proposed project. The applicant has not proposed any wetland mitigation for the project as the new
bridge will not impact any designated wetland areas. Impacts to SAVs will be minimized as
precaution will be taken to avoid barge contact with the bottom substrate and avoiding long term
mooring of construction barges during the growing season. A localized increase in turbidity can be
expected during the in-water demolition and construction portions of the supporting structures for the
bridge.
Vibration from the bridge piling installation may potentially affect several of the historic
buildings in the area. Vibration effects will be monitored to ensure that damage does not occur to
those structures. If any damage to the buildings is discovered then.work will immediately cease on
the bridge and NCDOT will contact NC-HPO and the property owners to resolve any issues in
accordance with the Memorandum of Agreement between NCDOT and NC-HPO.
Submitted by: Stephen Lane -Morehead City District -October d, 2006

d ~. SfA7F
,g
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION . ~ - ;~ . ~ ';
MICHAEL F. EASLEY
GOVERNOR LYNDO TfPPETT
SECRETARY
June 30, 2006
MAILING ADDRESS:
NC DEPART~b1E.NT OF TR,aN$POR'q'ION
PROJECT DE4ELOPMEN7 ~iND EMnRONndENTAL AN,aL'!SiS
1548 M,~iL ScR'J~CE CENTER
R.aLEicH NC 27699-1548
Division of Coastal Management
N.C. Dept. of Environment and Natural Resources
1638 Mail Service Center
Raleigh, NC 27699-1638
ATTENTION: Mr. Steve Sollod
NCDOT Coordinator
Dear Sir:
Subject: CAMA 1Iajor Development Permit Application for the Replacement of Bridge
No. 60 (Alfred Cunningham Bridge) over the Trent River on US 70 Business
(East Front Street); Craven County; TIP Project B-2532; Federal Aid Project No.
BRSTP-070B(4); State Project No.B.I 172401;
Debit $400 from WBS Element 32649.1.1.
Please find enclosed the CAN1A Major Development Permit Application, permit drawings, half-
size plans, and the Categorical Exclusion (CE) for the above-mentioned project. The North
Carolina Department of Transportation proposes to replace existing Bridge No. 60 over the Trent
River on US 70 Business in Craven C.lunty. The project involves replacement of the existing
swingspan bridge, related approaches. and traffic control devices with a bascule bridge, new
approach structures, and new traffic control devices. Th{~ new bridge will feature two 11-foot
lanes with a 4-foot shoulder along the northbound lane and a two-foot nutter along the
southbound lane. A sidewalk (~.5 feet in width on the bridge and ~ feet in width on the roadway
approaches) will be provided adjacent to the south~_~ound lane for the entire project length. -Total
project length is 2,480 feet with the bridge comr.risir-~g 1,76? feet. The project schedule calls for a
January 16, 2007 let with a review date of December 1 "~, 2006. Proposed permanent impacts
include 6,049 sq. feet of surface water impacts for drilled piers and Bascule footings. Proposed
temporary impacts to surface water will be 630 sq. feet fir cofferdams to construct the piers and
3500 sq. feet for the work bridge piers.
Impacts to Water of the United States
General Description: The Trent River is located in the 03020204 CU of the Neuse River Basin.
The Division of Water Quality (DWQ) has assigned the Trent River a Stream Index Number of
27-101-(39). DWQ has assigned a best usage classification of SB Sw ti'S`~'.
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: 'M7/W,NCDOT.ORG
LOCATION:
TR.~~.gP~RTAr~ON BuiLDiNG
1 SOUT--'PJ~L,tiuNGTCN S'3E=7
R~~E cH NC

The Trent River is not designated as a North Carolina Natural or Scenic Ri~~er, or as a national
Wild and Scenic River, nor is it listed as a 303(d) stream. No designated Outstanding Resource
Waters (ORW), High Quality Waters (HQW), Water Supply I (WS-I), or Water Supply II (WS-
II) waters occur within 3.0 miles of the project study area.
Permanent Impacts: As stated above, permanent impacts consist of drilled shaft piers and
Bascule bridge footings. The total amount of surface water impacts is 0.139 acre.
Tem~orary Impacts: Temporary impacts to surface waters for this project is 0.014 acre for coffer
dams needed to construct the footings for the bridge. There will be temporary impacts for the
workbridge in the amount of 3500 sq. feet. The size and shape of the workbridge is generally left
to the contractor.
Utility Impacts: There will be no impacts to jurisdictional waters due to utilities. The only
utilities associated with this project will serve the Bascule bridge and the Bridge Tender's house.
Neuse Buffer Rules: This project lies within the Neuse River Basin; therefore, the regulations
pertaining to the Neuse River Buffer Rules will apply. Because the bridge is located within an
urban area, most of the buffer zones have pre-existing bulkheads and/or riprap. To comply with
the Neuse River Riparian Buffer requirements, all improvements associated with B-?~32 will
remain inside the limits of the existing transportation facility and, therefore, this project is
considered exempt from the buffer rules.
Bridge Demolition
The superstructure for Bridge No. 60 will allow removal without dropping components into the
water. Likewise, it should be possible to remove the timber piles without dropping them into the
water. The concrete piers may result in as much as 10 cubic yards of till depending on the
method of removal to be determined after a contractor is selected. Best 1~lanagement Practices
for Bridge Demolition and Removal will be implemented. Any component of the bridge dropped
into the water shall be immediately removed.
Avoidance and 1VIinimization
To avoid impacts, NCDOT is replacing Bridge No. 60 in place and utilizing an oft-site detour.
NCDOT is also minimizing impacts to surface waters by utilizing longer spans with less bents
than the existing bridge.
NCDOT will observe an in-stream construction moratorium from February 15 to June 30 and
utilize Stream Crossing Guidelines for Anadromous Fish Passage.
To avoid temporary impacts due to a workbridge, NCDOT will utilize a barge for demolition and
bridge construction where feasible.

To minimize impacts to submerged aquatic vegetation (SAVs), efforts will be made to avoid
barge contact with the substrate and minimize shading during the growing season (Nlay -
September). Logistics associated with minimizing shading include maintaining an elevation of at
least three feet above normal high tide (+0.7 feet) for work bridges and avoiding or minimizing
long term mooring of construction barges during the growing season. Reasonable efforts will also
be made to avoid bottom disturbances in areas of SAV beds during the growing season.
l~'Iitigation
Mitigation is not proposed for the permanent impacts due to piers or the temporary impacts due
to the workbridge and coffer dams. There are no impacts to the Neuse River Riparian Buffers
since the project is staying within the existing transportation facility.
Federally Protected Species
As of March 8, 2006, the US Fish and Wildlife Service (USFWS) lists six federally protected
species for Craven County. The following table lists these species. The biological conclusions
listed below remain valid.
Common Name Scientific Name Status Habitat Conclusion
Leatherback Sea Turtle Dcrmochelys coriacea E Y No Effect
American Alligator Alligator mississi iensis T(S/A) Y N/A
Bald Eagle Haliaeetus leucoce hales T Y NIANLTAA
Red-cockaded Wood ecker Picoides borealis E N No Effect
West Indian Manatee Trichechus manatus E Y MANLTAA
Sensitive Joint-vetch Acschynomene vir~inica T Y No Effect
Notes: E Endangered
T Threatened
T(S/A) Threatened (Similarity of Appearance)
Regulatory Approvals
LAMA Permit: NCDOT requests that the proposed work be authorized under a Coastal Area
Management Act Major Development Permit. The landowner receipts are attached.
Section 404 Permit: The Section 404 permit has been submitted under separate cover to the
United States Army Corps of Engineers.
Section 401 Permit: The Section 401 permit has been submitted under separate cover to the
North Carolina Division of Water Quality.
Neuse River Riparian Buffer Authorization: This project lies within the Neuse River Basin;
therefore, the regulations pertaining to the Neuse River Buffer Rules will apply. However, all
improvements associated with B-232 will remain inside the limits of the existing transportation
facility and, therefore, this project is considered exempt from the buffer rules.

United States Coast Guard Permit: A USCG permit application has been submitted under
separate cover to the U.S. Coast Guard.
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.orQ/doh/preconstruct/pe/neu/permit.html.
If you have any questions or need additional information, please contact Chris Underwood at
[phone].
Sincerely,
I~----
1
j
..-~ Gregory J. orpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis
~.
w/attachment:
Mr. John Hennessy, NCDWQ
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Nir. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Division 2 Engineer
Mr. Jay Johnson, Division 2 Environmental Officer
w/o attachment
Mr. Scott McLendon, USACE, Wilmington
NIr. William Wescott, USACE, Washington
Ntr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Pro~amming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Vince Rhea, P.E., Planning Engineer
n

n D~M-MP-1
PPLI
TI
(To be completed by all applicants)
b. City, town, community or landmark
New >~{~,
APPLICANT .
Landowner:
c. Street address or secondary road number
_ _U s 7v Bus .
Name ~C J2Par+men+ of ~/a~~s~o~-f'a.~r'er~
Address ~ 5 `~~ m4~ ( Sz~i~; (p ~rnfe~~
amity n,~~i~h State /~~
Zip ~~~~9~~'`lrDay Phone~q~S) 733-3~~(1
Fax ~`~ly~ `733- q~4~(
Authorized Agent:
name Gr~S ~ r w J, Yh e+~-i , P ~1 D.
~~
address S~~ne
~ity State
Tip Day Phone
~~
'roject name (if any) I~~oT ~ro~ec~ 32~~9.1.!
,~-25321 .>?r;~lG~ ny~~a0 o~e~Trer~l~,~~icr
VOTE: Pcrmit will be iswed in name of lmdowrur(t), and/or
project name.
~OCATION OF PROPOSED
PROJECT
~ounty ~'(a~~/en
d. Is proposed work within city Iimits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) ~Tr~~,~- ~,~ v c ~ ~/Ne+~ 5 e ~: ~c~
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or; filling activities.
~~~~77 ~ .
I ~ e -~ ~ ~-y P,cr~S~-;~~. c~~~a ~, ca ~~~roa~G ~s
~c}~ S;~~wc~l Curl~rt~+~a,-a,~ Or S.W. a~p(~,.,
b. IS the proposed activity maintenance of an existing
project, new work, or both? bo-~-(~
c. Will the project be for public, private or commercial
use? D~•+~~; c ~"~'NS aor+G~ ~~oh
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. -T~e ~o~ ?cL i s n~~d
_~? ~~p~~ <e_. Glh a~ ~~~ ~ r,~c~Gre . }~cavu
~aa~~hnP~~' w;~l ~C t~IC~~ 1o r~w,o~/C-~c
inPW b~~~G, ~~ _
a
J
~a o3~9s

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ~~ ~2 a ~ l a„~I ~rFa
b. Size of individual lot(s) N %A
c. Approximate elevation of tract above MHW or
NWL io' iV~; ~D
d. Soil type(s) and texture(s) of tract
~ ~~r
IIu~~~u~ , ~,~'~, or::,~~,~ 5,~~
e. Vegetation,on tract ("~a~S~c~e G'iraSS~S
~'r,~ ~fruloS Sid°C ,,nnP1.. ~ r°PS .~I~s.a ~~r~
f. Man-made features now on tract ~aa~~~-.~=~ r-~I
l~r,~l e hU~k~ P~~-15 L
J ~
- g. What is the CAMA Land Use Plan land
classification of the site? (Co>Lru1t the local lm~d ~~ plan.)
_~ Conservation Transitional
~_ Developed Community
Rural Other
h. How is the tract zoned by local government?
~ d
i. Is the proposed project consistent with the applicable
zoning? )l Yes No
(Attach Zoning corrrpliance certificate, tf applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? S~~+e ~ ; S~o r - c- tr ~~ . o~~': ~ e
k. l:s the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
Are there wetlands on the site? X Yes No
Coastal (marsh) :~ Other
If yes, has a delineation been conducted? ~ ~
(.~Inach docun+entarion, if av~lableJ
,~
nr~c GE w~-I-~~,.~5 o~TS-~'~" C~~s-1-~~nc.~ian
`"~~tS.
m. Describe existing wastewater treatment facilities.
~ 1/~
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" a/~nd residential discharges.) Su r~QCe
f ~n ~n~t'~ D~ aapr~.~~~ r~a~r~,~r:-!< , L7P~1:
~;;
o. Describev~s~ting drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an S 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 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 an
adequate number of 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
D..-:..-.1 A2/~C

Form DChi-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Sex. y~~}nc~~ec~ ~,~S~s
Address
Phone
Name
Address
Phone
Name
Address
Phone
• 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
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that 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 ~~ the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I 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 the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
_ -z;w :~
This is the Z ci day of J ~'`z 1.9'
Print Name ~ i ~ , ~ ~ (~~ /' ~~'%
.~_~-
Signature /' ~ ~ =Lv
I~sdo.vrur or itulhoriZed ,~grnt
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and FiII Information
DCM MP-3 Upland Development
DCM MP-~ Structures Informatio^
X DCM MP-5 Bridges and Culverts
DCM MP-b Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public ~_ Private
b. Type of bridge (construction material)
COv~c~e~e G ~r'-IerS
c. Water body to be crossed by bridge
jre~! 2;ver
d. Water depth at theproposed crossing at MLW or
NWL t 3
e. Will proposed bridge replace an existing bridge?
--.Z- Yes No
If yes,
(1) Length of existing bridge 17<00
(2) Width of existing bridge 3~~ ~t-'~
(3) Navigation clearance underneath existing
bridge 13,5' ~CloSec~ Sw~~~=, sr~a~~
(4) Will aIl, or a part of, the existing bridge be
removed? (Explain) ,41 I o , -f-G. e
r~~o~e J
f. Will proposed bridge replace an existing culvert(s)?
Yes _~ No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
~~
~i
AUG '~ R IUu
Morehead City ~C~
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 17 ~ 2 ~
h. Width of proposed bridge 3<0 ~I ~~
i. Height of proposed bridge above wetlands
N/~
j. Will the proposed bridge affect existing water flow?
Yes x No
If yes, explain
k. Navigation clearance underneath proposed bridge
I~` (close-! baSCU!~ <~Q~,l
Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? ~ Yes No
If yes, explain _NQ ~ ~ ~~~,-~ ~~ r^I cG ru Nom- .
~~crPnSPc( 2.5' -~-ro~ 13,5-}0llo~.i~.
rI DS~~ '~OS,~'~ a'~ ~ ~O~~Zo ~1G~ CI?GtrQ~..r': a'~anyes
_ rv~ --I'~~ ~ l~nonina5 ~ D(1` X30 aU~'n~~~p
' " ~/
m. Will the proposed bridge cross wetlands containing
. no navigable waters? Yes ~_ No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
~_ Yes No
If yes, please provide record of their action.
Revised Q3/95

Form DCM-MP-S
2. CULVERTS n~~~
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(I) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(Z) Width of existing culvert
(3) Height of the top of the existing culvert above
the iKI-IW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h.~ Height of the top of the proposed culvert above the
MHW or NWL
Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
Revisrd 03/95
j. Will the proposed culvert affect existing navigatioc~
potential? Yes No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the 11gIW or NWL?
Yes ~ No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within:
- Coastal Wetlands _ SAVs _ Other Wetlands
If yes, .
(I) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes, ,
(1} Length of area to be excavated +/ 3S°
(2) Width of area to be excavated ~ar~5 f~a f+3
(~J Amount of material to be excavated in cubic
yards t~ ~' 3 S c.y.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the0 s~~i1 disposal area
(2) Dimensions of spoil disposal area
N(~
(3) Do you claim title to the disposal area?
Yes x No
If no. attach a letter granting permission from
the owner.
~~~~
~ : ~ .a ~ ~r~~~C
._~_
Morehead City OCM

Form DCM-MP-S
(4) Wiil the disposal area be available for future
maintenance? Yes X No
(S~ Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes ~_ No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the NiHW or NWL? Yes _~ No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes ~~ No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? ~_ Yes No
If yes, ,
(1) Length of area to be filled ~ooso«~~, ~ooh,,~c,
(2) Width of area to be filled 1oo~so~l~. So"norf~
(3) Purpose of fill "~c~C~wa~ e~(~a~k~rHk
. `'
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes _~ No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? ~' Yes No
If yes, explain in d it
c. Will the proposed project require the construction of
any temporary detour structures?
' Yes ~_ No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled/? ~; 11 w ,~l ~ (~ ~ n~ crC~
G y~,'1 l'Ow. L~c~ PC. ~= S i~", rfII yL o~C.z-t c, r~c~ (.~~ ((,
Fros;o~ w,l{ ~e C0~ fo ~
~~ ~ bti IJC(701 5 17~r~
•-
~~~~w~c..~, ~r<,cPS far ~r'~. 7 C'+os. cc~ ~o(.
f. What type of construction equipment will be used
(for example, dragiine, backhoe or -hydraulic
dredge)? Crav,E , pass;~Olu (~Yc,~ ~o~
r.~ee. n wa ~P.r Gt cceSS ci ra,~ ~ ~.a o ~~ i~J~ ~:,
e~~~~~eK'~ ~
V '
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
_~ Yes No
If yes, explain in detail P1ureM~.-~ o~ rr,p r4n
6e,nec~L~ ~o+l, 6~;d~e. ~e~.,d.s be~-4w~~~ ~-~,e e_~c~s;,'~
Coh-¢~o l E rosrvn -f rro m d r c:l; d rac`nS Fwd S~v rn~
eJen!r Scow.
~,
se~osaut
g•Zz-v~
~~ ~~~
., ,, , ,
AUG ? 8 ~ ~. .
Revised 03/95

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~~`1~~~~~~ ~~:1
ly''~~~~
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT: 526-09.1.1 (B-2532)
BRIDGE N0.60 OVER
TRENT RIVER ON US 70 BUS.
SHEET ~ OF }~ 02~08~0

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DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT:396~49.1.1 (B-2S32)
BRIDGE N0.60 OVER
TRENT RIVER ON US 70 BUS.
SHEET ~ OF p 09008/'06

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