NCDOT 91-87 SR 1402 New River

''• Permit C*ss _ 9 Permit Number '
' _ NORTH CAROLINA STATE OF
New 91-87
Department of Natural Resot �` nd.Community Development '
.
/
Coastal Resdurces`Coission '
-^y .
•
0 .;, .
• �s �' MAY 1 3 1987
Major De\Veloprrient in aw •: ,-• 'lion '
X LUU 1J L5 ,
.
Concern'pt1uautto.A 8
�nFo, is rt7r' •
,
/
X Excavation and!orl pti-rsuant to NCGS 113-229
' ,
• Issued to N.C. Dept. of Transportation, Div. of Highways, P.O. Box 25201 , Raleigh, NC 27611 '
' authorizing development in Ons l ow County at the New River, SR 1402 in Jacksonville/
/ I
/ as requested in the permittee's application dated 12/22/86 including
/
/ attached plats, sheets 1-6 of 6 dated 12/86. .
• This permit,issued on ./ /( 9 , 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 subject
permittee to a fine,imprisonment or civil action;or may cause the permit to be null and void.
/ 1 ) In order to mitigate for the loss of approximately 28,000 sq. ft. of wooded
/ swamp that will be filled during project construction the permittee must
/ either 1 ) grade a land area of equal size, near the site, down to wetland /
/ elevation and plant said area with cypress or other species recommended '
/ by the Wildlife Resources Commission or 2) through consultation with the /
/ Wildlife Resources Commission and the U.S. Fish & Wildlife Service debit
/ the D.O.T. wetlands bank with the amount of wetland impacted.
/
/ 2) Erosion control measures, such as silt screens and hay bales, must be employed
/ along the wetlands alignment of fill to prevent sediment from entering the /
/ New River and/or other wetland areas outside of the alignment as shown on '
/ the work plat drawings.
/
/ 3) All riprap material must be /
p p properly sized so that wave action will not
/ move or change its configuration. All riprap must be clean rock and free /
/ from debris and other toxic pollutants. /
/
(See attached sheet for Additional Conditions)
/ /
/
This permit action may be appealed by the permittee Signed by the authority of the Secretary of DNRCD and '
' or other qualified persons within twenty (20) days of the the Chairman of the Coastal Resources Commission. '
' issuing date. An appeal requires resolution prior to work .
• initiation or continuance,as the case may be. /
. This permit must be accessible on-site to Department a/i•t•t_� 2/./AtAe4/1/ /
, personnel when the project is inspected for compliance. i
/ Any maintenance work or project modification David W.Owens,Director
not covered hereunder requires further Departmental Division of Coastal Management '
approval. /
All work must cease when the permit expires on This permit and its conditions are hereby accepted. ,
December 31 , 1990
/
/ 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 ,

i
i . '
• N . C . Department of Transportation Permit #91-87
Page2of2
ADDITIONAL CONDITIONS '
• 4) All earthen fill material shall be clean and free of toxic pollutants. '
• 5) No fill material will be placed at any time in any marsh or surrounding
' waters outside of the alignment of the fill indicated on the work plat
drawings. '
' 6) Navigation channels within the project area must not be blocked during construc-
tion of the bridge. '
' NOTE: The permittee is urged to meet with representatives of the U.S. Army Corps '
of Engineers and the Division of Coastal Management prior to project '
' initiation. '
• NOTE: The project site is located in an area having high probability of containing '
' cultural resources. If such materials are encountered, the permittee
' must immediately notify the Corps of Engineers (919/343-4642) , and/or '
' the Division of Coastal Management (919/726-7021 ) . '
' NOTE: Section 401 Water Quality Certification #2036 was issued for this project '
on March 6, 1987 by the Division of Environmental Management. '
• NOTE: Consideration should be given to include, as part of the contract for '
' bridge replacement, disposal of the existing bridge on a NRCD Division '
' of Marine Fisheries artificial reef site off New River Inlet. '
_ ,

R/cR5 <>,-.
JAN 2 8 1088 T7-; �
iy RECEIVED
J A N 2 0 i988
STATE OF NORTH CAROLINA Wilmington Regional Office
DEPARTMENT OF TRANSPORTATION ncR4
124 Division Drive
Wilmington, NC 28401
JAMES G. MARTIN January 19, 1988 DIVISION OF HIGHWAYS
GOVERNOR
JAMES E. HARRINGTON GEORGE E.WELLS, P.E.
SECRETARY STATE HIGHWAY ADMINISTRATOR
Project No. : 8.2260101 (B-1310)
F. A. No. : BRM-5723(1 )
County: Onslow
Description: Bridge over the New River and Approaches on
SR 1402 (Old Bridge Street) in Jacksonville
Mr. Richard Holshouser
Sanford Construction Co.
P. 0. Box 428
Sanford, NC 27330
Subject: Preconstruction Conference
Dear Mr. Holshouser:
As requested by you, Preconstruction Conference is scheduled for 10:00 a.m. in
the Wilmington Division Office on Tuesday, January 26, 1988.
If you have not done so, please submit the Progress Schedule to the Resident
Engineer so that it may be reviewed and checked prior to this meeting. If this
cannot be accomplished, please bring the schedule to the meeting with you.
We are looking forward to seeing you at that time.
Yours very truly,
S .1-4-A"4-4"2"/ E'Zs
D. . Bowers , P.E.
Division Engineer
DJB:JEB:cg
cc Messrs. L. A. Sanderson, J. W. Provost, 0. M. Clark, C. J. Baldwin,
C. L. Tomlinson, J . E. Grady, Jr. , H. D. Davis , R. D. Hawkins,.
J . R. Robinson, and D. G. Bordeaux
City of Jacksonville
Carolina Power & Light Co.
FHWA
Commander (oan) Fift,h Coast Guard District
N.C. Dept. of NRCDV
An Equal Opportunity/Affirmative Action Employer

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I
MEMORANDUM
•
TO: John Parker
FROM: Jim Mercer
DATE: April 7, 1987
RE: Recommendations and Comments on N.C. DOT permit
application for Bridge 191, Jacksonville, Onslow County
It is apparent that the vehicular traffic into and through
downtown Jacksonville by SR 1402 and Bridge 191 is an essential
public need from both an economic standpoint as well as a health
and safety factor for all citizens.
Alternative one, which is the current DOT proposal, involves
unfortunately the direct displacement of some 27,500 sq. ft.
(0.63 acres) wooded swamp vegetation (Section 404 wetlands) . I
am convinced from my review of the information supplied to this
office, as well as my onsite field inspections, that alternative
#1 is the least environmentally damaging to the estuarine system
of AECs and that the alternative alignment of the highway
• approach road cannot be altered to meet the needs of the new road
and bridge. It is my opinion that the matter of public benefit
strongly outweighs the marginal loss to the estuarine system.
Therefore, I recommend that this project be issued a major CAMA
permit with the following conditions to be considered:
1. Estuarine control measures such as silt screens and hay
bales must be employed along the wetlands alignment of fill
to prevent sediment from entering the New River and/or other
wetland areas outside of the alignment as shown on the work
plat drawings.
2. All riprap material must be properly sized so that wave
action will not move or change its configuration. All
riprap must be clean rock and free from debris and other
toxic pollutants.
3. All earthen fill material shall be clean and free of toxic
pollutants.
4. No fill material will be placed at any time in any marsh or
surrounding waters outside of the alignment of the fill
indicated on the work plat drawings.
5. The applicant is required to maintain continual public
• navigation under the bridge during construction. This
condition is expected to accommodate all River traffic,
particularly in light of the fact that the N.C. Wildlife

boatramp is located just upstream from the construction
site.
NOTES:
1. The permittee is urged to meet with representatives of
the U.S. Army Corps of Engineers and the Division of Coastal
Management prior to project initiation.
2. The proposed project must be certified under the general
water quality certification before project initiation.
3 . The project site is located in an area having high
probability of containing cultural resources. If such
materials are encountered the permittee must immediately
notify the Division Engineer in Wilmington ( 919 256-4161) ,
Corps of Engineers ( 919 343-4642 ) , and/or the Division of
Coastal Management ( 919 726-7021) .

•
1
s -is e„,).
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
March 16, 1987
Mr. Ted Waters, P. E. tr. : i °37
Asst. State Highway Administrator
'
Division of Highways JUL5 9LSU
P. 0. Box 25201
Raleigh, NC 27611
Dear Mr. Waters:
This letter is with reference to your application for a Coastal Area
Management Act Major Development and State Dredge and Fill permit to carry
out development to replace bridge No. 191 and the approaches to SR 1402
over the New River. Although processing of your application is nearing
completion, additional time is needed for this office to complete the review
and make a decision on your request. Therefore, it is necessary that the
standard review time be extended. An additional 75 days is provided by
G. S. 113A-122(c) which would make May 30, 1987 the new deadline for reaching
a decision on your request. However, we expect to take action prior to
that time and will do so as soon as possible. In the interim, if you have
any question on the status of your application, do not hesitate to contact
this office.
Sincerely,
Ceiit C fitKerki/
George C. Matthis, Jr
Assistant Major Permits Coordinator
GCM:jr/aw
cc: Jim Mercer
DCM-Morehead City
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
March 19, 1987
Mr. Ted Waters MAR 2. 1 287
Asst. State Highway Administrator T_ _�__.0- aJ
Division of Highways Ln �--
P. 0. Box 25201 ---
Raleigh, NC 27611
Dear Mr. Waters:
This letter is in reference to Coastal Area Management Act permit
applications submitted by the N. C. Department of Transportation for replace-
ment of the New River Bridge, SR 1402 (Bridge #191 ) in Jacksonville, and
replacement of a bridge over Alligator Swamp on SR 1335 (Bridge #91 ) with
corrugated metal pipe arches in Brunswick County. Processing of the appli-
cations are nearing completion. However, a review of our records indicates
the permit processing fee of $100.00 has not been received for either appli-
cation. Therefore, in order for final action to be taken, please submit
this fee as soon as possible. Processing will be held in abeyance until
receipt of the fees.
Should there be questions about this procedure, please do not hesitate
to contact this office.
Sincerely,
Ge4941—C. 11/1,attu;9 .
George C. Matthis, Jr.
Assistant Major Permits Coordinator
GCM:jr/aw
cc: Marc Botbal
Bob Stroud
Jim Mercers/
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

, , , ' Vit-1 ii1P1511‘
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 9, 1987 ) Ln
1- hb16 1987
MEMORANDUM
To: Bill Mills
Operations Branch
From: Dave Goodrich wl
Wilmington Regional Office
Through: A. Preston Howard, Jr. prigs�N a\ PR ' JR
Wilmington Regional Office ?RcSI h
Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
NC DOT - Bridge #191
Onslow County
Applicants propose to replace an existing bridge over the New River, classified
SB, in Jacksonville. This work would entail the placement of 13,045 cubic yards of
fill below ordinary high water. The proposed project has been reviewed to
determine impacts on water quality. The following comments are provided:
1. This project will require a 401 Certification.
2. It is recommended that the following conditions be included in this
Certification:
a. That construction work shall not increase stream turbidity levels over
25 NTUs outside the work area.
b. That where cast-in-place concrete is used, concrete shall not be
poured unless forms are completely dewatered. Foundation seals may
be placed under water.
c. That no oils, asphaltic material or other toxic substance be located,
nor stored within 100 feet of adjacent streams or wetlands, nor be
discharged into adjacent streams or wetlands.
d. That the proposed activity shall not restrict stream flow and should be
designed to accomodate at least the 25 year flood, or to pass flood
and/or tidal waters in such manner which will not cause flooding or
greater amplitude than that which presently exists.
e. That erosion control methods be implemented such as silt screens, hay
bails, siltation ponds, etc. , to prevent sediment from entering streams
or wetlands.
f. That the rip-rap meterial be of such size so as not able to be carried
off by wave action and consist of clean rock or masonry material free
of debris or toxic pollutants except in trace quantities.
g. That all fill material shall be clean and free from any toxic pollutants,
except in trace quantities.
DG:APH:bc
cc: DCM - Charles Jones
WiRO, CF

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State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary January 27, 1987 Director
111r. John R. Parker, Jr. , Chief
Major Permits Processing Section
Office of Coastal Management
Raleigh, North Carolina 27611
Dear Mr. Parker:
The attached copy of an application submitted by:
N.C. DOT — Bridge #191
Applicant's Name
SR 1402 over New River, Jacksonville Onslow
Location of Project County
Xx for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major develop-
ment permit. . .
for a CANA major development permit (only) . . .
has been reviewed by the Field Services Section and is being forwarded
to you along with a Field Investigation Report for further application
processing including circulation to State agencies having interest
and/or jurisdiction over the subject matter which might be affected by
the project.
The recommendation of this Section is covered on the reverse
side; attached; XX will be forwarded later.
dQa&LSc
'ncerely,
Charles S. Jones, ief
Field Services Section
CSJ:ap:3566
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

(A) this agency has no objection to the project as proposed.
(B) This agency has no comment on the project as proposed.
(C) This agency approves of the project (or project concept:) and/or recommends
these minor refinements for project management.
(D) This agency objects to the project and recommends permit denial based on a
finding of:
(1 ) adverse impacts under G.S. 113-229(e) 1-5 (the dredge and fill law) as
enumerated below:
(e)(1) ... that there will be significant (e)(2) ... that there will be signifi-
adverse effect of the proposed dred- cant adverse effect on the value
ging and filling on the use and enjoyment of the property of
of the water by the public; any riparian owners;
(e)(3) ... that there will be significant (e)(4) ... that there will be signifi-
adverse effect on public health, cant adverse effect on the con-
safety, and welfare; nervation of public and private
water supplies,
(e)(5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(1 ) Inconsistency with Rules of the Coastal Resources Commission
as enumerated in 15 NCAC 7H (or other) . Please site
rule.
(3) Inconsistency with the local Lana Use Plan (Please elaborate) .
(4) Inconsistency with Rules, Guidelines or Standards of
this agency or a finding that the project is in conflict
with other authority or interest as stipulated below.
(E) Attachment. Include memorandum or other documentation that support
findings relating to D1-4 or provide general comments.
ignature
. of') �aq-1
bate

OFFICE 01' COASTAT. MANAGEMENT Lat. 34 45 04
FIELD INVESTIGATION REPORT Long. '77 26 07
1. . Applicant1 s namo N. C. Department of Transportation (B. -. 1310)
2. Location of project site Replacement of Bridge #191 on SR 1402 over the
New law,' in .Tac-kgnnvi 1 1p, Onnlow County
3. Investigation type: Dredge & Fill xx •
CANA xx
4. Investigative procedure: (A) Dates of site visit01/13/87 •
(B) Was applicant present no •
5. Processing procedure: Application received Dec. 31 , 1986 . Office Raleigh
6. Site description: (A) Local Land Use Plan City of Jacksonville . 1980
Land classification from LUP Developed/conservation
Development constraints identified in LUP None
• No air photo coverage
(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 Other
(D) Intended use: Public x Private Commercial
(E)• Type of waste water treatment: • Existing n/a
Planned n/a
(E) Type of structures: Existing 20 ' road bed with bridge •
Planned 40 ' . surface with new bridge .
(G) Estimated annual rate of erosion n/a Source
7. Habitat decription: • • •
AREA'
(A) Vegetated wetlands: Dredged Filled Other
Coastal wetlands: -
cat-tails .
salt reed grass 110 sq. ft.
' saw grass
(B) Non-vegetated wetlands : •
. River bottomland 6 , 000 sa. ft.
(C) 0,4her:
•
Wooded swamp 27 , 500 sa. ft.
(D) ! Total area disturbed: • Approximately total 33 , 510 sa. ft. ,•
8. Project summary_ NCDOT proposes to replace bridge No. 191 and the approaches
_ y
to SR 1402 over the New River in Jacksonville, Onslow County. This a
t' work involves the "filling" of marsh.arass , wooded swamp and some
__Y__ l ' river bottomland. •
.___._ • _______ •

•
9. Narrative description
The North Carolina Department of Transporation has submitted
a state application to authorize the replacement of bridge
#191 and the approaches of SR 1402 over the New River in
downtown Jacksonville , Onslow County.
Once the old structure has been demolished, the new 390.'
long bridge will be constructed on the existing alignment.
The proposed bridge will provide a 40 ' wide paved roadway
which will take the place of the old 20' wide bridge that
has badly deteriorated in recent years. The construction
plans include the replacement of a 5 ' wide pedistrian
sidewalk to be located on the south side of the new bridge.
The existing navigational clearance of 13 ' at high water
and 15 ', during low water will be maintained by the new
construction. This is important since commercial as well
as recreational boating traffic depend on this section of
the new river.. In fact, the N.C. Wildlife boat ramp is
located just up stream of the proposed project on the eastern
shoreline.
Three major alternatives for construction were evaluated and
considered by DOT before a determination was made in choosing
alternative #1 , which is their course. of action as expressed
in the CAMA application. The approach highway on the west
end of the bridge will have to be widened in order to
accomplish the tapering of the new roadway from three lanes
to two lanes. The application indicates that a wooded
swamp area measureing approximately 550 ' long by 50 ' wide
will be filled. This area includes about 27 , 500 sq. ft.. of
gum and cypress swamp. Closest to the river on the southwest
side of the project the filling operation will also displace
approximately 110 sq. ft. of cattails , giant cord grass and
saw grass. This coastal type of marsh vegetation is
dispursed into the wooded swamp to an undetermined depth.
There are no other vegetated wetlands involved with this project.
The DOT work plat drawing shows that rock marl will be placed
in the river around each of the two bridge abutments. Each of
these shoreline stabilization structures will measure
approximately 30 ' wide by 120 ' long. A calculated area of
some 6000 sa. ft. of river bottom will be displaced by the
new marl riprap. This project has been well coordinated with
the City of Jacksonville and the Onslow County Historical
Society. The Historical Society controls the Pellitier House
Property located on the Jacksonville side of the river, just
up stream from the bridge. This is a historically significant
piece of property which has required the new road alignment to
be located on the opposite side of SR 1402 . . Acquisition of
the land owned by the First Baptist Church may be necessary
in order to accomplish this off-set road alignment.

•
10 . Anticipated Impacts •
•
Widening of the western bridge approach to SR 1402 will result
in the direct displacement of some 27 ,500 sa. ft. of wooded
swamp vegetation. This type of habitat is generally classified
as section 404 wetlands by the Corps of Engineers. These
wooded swamp wetlands provide wildlife habitat and act as a
flood buffer while also providing sedimentation and filteration
of runoff water. .The total scope of filling in this project
will also include 110 sq. ft. of coastal marsh vegetation
and about 6000 sq. ft. of open water encroachment. It can
be anticipated that during construction all. vehicular
traffic will be detoured by way of US Hwy. 17 , known as the
Marine Boulevard and NC Hwy. 24 , known as the Johnson Boulevard.
Increased traffic flow can be expected on these major
arteries .
CAMA Review
The 1980 updated Land Use Plan for the City of Jacksonville
was consulted in the review of this application. The
project proposal appears to be consistent with the overall
goals and objectives of that document , except for the
"conservation" class and values of the wooded swamp area that
is involved with this project. The conservation class as
defined on pages V6-1 and V6-3 discourage the development and
filling of such wetland areas. However, the City' s
committment to road and highway expansion projects are found
on pages IV-3 of that document and clearly support the
generic intent of transporation improvements to the downtown
area of Jacksonville for economic betterment of the community.
(
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STATE OF NORTH CAROLINA __________
�
DEPARTMENT OF TRANSPORTATION ___ ___
P. O. BOX 25201
RALEIGH 27611 •
.., ... . .
JAMES G. MARTIN December 22 , 1986 JAMES E. HARRINGTON •
GOVERNOR = •SECRETARY
f _
Division of Coastal Management
Department of Natural Resources & OEC
Community Development 81
P. 0. Box 27687 _ -
Raleigh, NC 27611 '���=J� , •
ATTENTION: Mr. John Parker
Dear Sir:
SUBJECT: Onslow County, Replacement of Bridge No. 191, on
SR 1402 Over New River in Jacksonville (B-1310 )
The North Carolina Department of Transportation proposes to replace
the existing bridge with a new structure along the_, same alignment.
During construction traffic will be detoured by US 17 and NC 24 .
The existing 20-foot structure is to be replaced with a bridge that
has a 40-foot clear roadway width. The project will require the
placement of 13 , 045 cu. yds . of fill below ordinary high water and
will fill 0 . 64 acre of wetland.
Application is hereby made for aCAMA permit as required by the
proposed project. In that the project was processed as a "categorical.
exclusion" by the Federal Highway Administration, it may be constructed
under a Corps of Engineers Nationwide Permit.
Application is being made, by copy of this letter, for a Section 401
Water Quality Certification. This certification is required for the
Coast Guard permit.
•
Attached is a copy of the "Project Planning Report" for your use. If
'you have any questions , please give me a call at 733-6348 .
Sincerely,
•
T. L. Waters, P. E. -
ASST. STATE HIGHWAY ADMINISTRATOR
TLW/BJO/jcr
Attachment •
t cc: Messrs . Paul Wilms , NRCD; Mr. Ken Bellamy, FHWA;
W. M. Ingram, W. G. Marley, W. A. Wilson, D. L. Squires ,
A. L. Hankins , T. W. Funderburk, Regulatory Branch, Corps of
Engineers
An Equal Opportunity/Affirmative Action Employer •

PERMIT TO EXCAVATE AND/OR FILL t
WATk. ��ALI7YCERTIFlCATION
I EASEMENT iN LANDS COVERED 8Y WATER 1 t�. CAMA PERMIT FOR MAJOR DEVELOPMENT •
O.pam-tmenrof Administration \ 11�
� State of North Carotlna
(GS 146-12) Department of Hawn.' Resources and Community ormooment Oepsrtment of the Army
(GS I13.229, 143-215.3(a)(1), 143-215.2(c). I I3A-1.1d 3ores of EnaJnears,.wnmin r*Dtstrfct '
/7-
Please type or print and fill in all blanks. If information is not applicable,so indiate b lacin
c,� , ; .1
- y p 8 Ain blank: 0 �. ,T
>� t
Attn: Mr . T. L . Waters,
I. Applicant information P . E. , Act . State Highway Adrnintst-rator
A. Name N. C . Dept . of Transportation - Division or Highways-----
P . O . Box i 2,�4sc First Middle
8. ,address •`
?.a l a i g h , North Carolina reet, P.O. 8 x or Route
- (919) ;3, -634a
Citi or Tpwn State Zip Core Phone -
II. Location of Propr.,ed Project:
•
A. County O s 1 n o J
w J - ,
B. T. City, ti'wn, community or landmark Jacksonville
2 Is proposed work within city limits? Yes No X_
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
New River
Ill. Description of Project
A. T. existing,�laintenanccofReplace Existing Bridge No. 191
protect Z New work and Approach Work
B. Puronse of excavation or fill 4
i. Access channel 'ength width
' depth
Z Boat basin length width
-- depth
3. Fill area Roadway Fill length 5__ 5` 0 ' width 5 0 ' -depth Variable 5-� t�0 19 ,
4. Ocher
length width de,ch _
C. I. Bulkhead length Average distance waterward of MFiW (shoreline) N/A
2. Fipl if bulkhead construction (material) N/A
u. ENc.>s aced material (total for project)
T. Cubic yards ?1 5 S
Z Type of material Suit-ah1 F. rth Material
E. Fill material to be placed below ,
(see also Vt.A)
I. Cubic yards 13045 c.y. '' Tyoe of materiat Suitable Barth Material
IV. Land Type, Disposal Area, and Construction Equipment-_
A. Does the area tt,be a:;cavated induce any marshland, swamps or other wetland? Yes X _No
8. Does the disposal lres include any marshland, swamps or ocher wetland? Yes
C Disposal Arca No X
I. LocationSelected Site Above OHW
Z Do you claim tide to cispesal area! N/A
D. F.11 material source n�,A urce if fill is to be trucked in T.o� �r r ,
w� t A1, T t l a
E How will excavated materia:be entrapped and erosion controlled? BY Stringent Eros ion control
Methods NCDOT Standards
F. Type of equiprncnt to be used _ HiQ way Construction Equipment ~`
C., w Yes,explain Will marshland be crossed in transoorting egpment to project site? If No
D&F-G1 .
Rsv, 10/7a - • i
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. 7..� �- t}T��'�'�fG*iT.-".'ST.Ay:'2'7P!''.M�7�,:�.�r sa
R� ..r+ti�

A. r. rtrvate
2. Commercial _ _.
3. Housing Development or Industrial •
4. Other. ns ortation
•
•
8. T. Lot size(s) N/A
2. Elevation of lot(s) above mean high water N/A
3. Soil type and texture NIA
•
4. Type of building facilities or structures N/A'
S. Sewage disposal and/or waste water treatment A. Existing N/A Planned N/A
8. Describe . N/A
6. Land Classification (circle one) DEVELOPED . TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER
Vt. Pertaining to Fill and Water uali (See CAMA Local Land Use Plan Synopsis)Q ty: _ - - ..
A. Does the proposed project.involve the placement of fill materials below mean high water? Yes
8. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned us.,of tha No___ -
area following project completion? Yeses/Now_
2_ Type of discharge Storm Water Runoff •
.
3. Location of discharge_tll ono P n .ect
VII. Present rate of shoreline erosion(if known): , N/A --
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: NonP
IX. Length of time required to complete project: 15 Months
•
•
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property.OR if 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 on his land.
8. Attach an accurate work plat drawn to scale on 8!4 X 11"white paper(see instruction booklet for
•
details). Note:Original drawings preferred-only high quality copies accepted.
C. A copy of the application and plat must be-serve -
d •rport adiaccnt riparian landowners by registered or
certified mail or by publication(G.S. 113-229 (d )Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's_
Such owners have 30 days in which to submit comments to agencies listed below:
Martin E. Wallace, Route 4 Box 3558 , Jacksonville, NC 28540
. • Ralph L. Faires, 1823 Cherokee Dr. , Jacksonville, NC 28540
4 4
Xl. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies •
with the State of North Carolinas approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to thisapplication will allow only the development described in this
appl-
cation and plat. Applicants should:-therefore describe in the application and plat all anticipated develt
opment activities, including construction, excavation, tilling,and land clearing.
t
DATE /2. Z:Z �/ . '1� 1
liC�(J
Asst. State Highway Applicant's Signature.
t
04F a2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS •
Rix 10/;! t

4
I
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� NORTH CAROLINA D.O.T.
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E R llaur[.tl. 1 d4 /'..v.....•da.... NC DEPT. OF TRANSPORTATION
i1 DIVISION OF HIGHWAYS
I �, West esau 1�{ ONSLOW COUNTY
al I '° ly.r ? 1Lot Gay
541Ma Mac PROJECT 8. 2260101 (B-1310)
L. "=°'to' - , w2.• -2's°A.•." ---' REPLACEMENT BR. 191
s.
r) OVER NEW RIVER ON SR 1402
, 0 to ]O 30 40 aS ; SHEET 1 OF 6 DEC 1986
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• • 7
�T OP
/ is ;/' \ DEPARTMENT OF THE ARMY
y s�: � �r . WILMINGTON DISTRICT,CORPS OF ENGINEERS
f `.yam_ j P.O. BOX 1890•
✓�1 WILMINGTON, NORTH CAROLINA 28402.1890
January 9, 1987
IN REPLY REFER TO
Regulatory Branch
•
` ).
Mr. T. L. Waters '` "
Assistant Highway Administrator
Division of Highways
North Carolina Department . - •
of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611
Dear Mr. Waters:
Reference ,your letter of December 22, 1986, regarding your
plans to discharge dredged or fill material associated with the
replacement of Bridge No. 191 on N.C. Highway S.R. 1402 over the
New River in Jacksonville, Onslow County, North Carolina. The
bridge replacement is State project 8.2260101 (B-1310).
As indi ed in u letter, the work has been designated as a
"Categoric 1 Exclusion" ursuant to 23 CFR 771 . 115(b). Therefore,
it is authorized in acc dance with the nationwide permit found in ,
CFR 330. 5(a . • .
The effects of the proposed structure on the flood plain
should be considered in order to comply with Executive Order 11988
and the local flood plain ordinances.
To facilitate our inspection of this work, please provide us
the commencement and proposed completion dates as soon as they
become available.
Should you have any questions or comments, contact Mr. Hugh
Heine, Regulatory Branch, telephone (919) 343-4725.
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Copies Furnished with incoming correspondence:
Mr. William Mills Mr. Charles Jones
Water Quality Sectionrehead City Regional Office
Division of. Environmental Management orth Carolina Division
North Carolina Department of Natural of Coastal Management
Resources and Community Development Post Office Box 769
Post Office Box 27687 Morehead City, North Carolina 28557
Raleigh, N4i'Ch GBrnlina 27f,11-76R7

41')-C
STATE OF NORTH CAROLINA `, s
•
DEPARTMENT OF TRANSPORTATION
P. O. BOX 25201
RALEIGH 27611
JAMES G. MARTIN December 22 , 1986 JAMES E. HARRINGTON
GOVERNOR SECRETARY
•
Division of Coastal Management
Department of Natural Resources &
Community Development
P. 0. Box 27687
Raleigh, NC 27611 •
ATTENTION: Mr. John Parker
Dear Sir :
SUBJECT: Onslow County, Replacement of Bridge No. 191 on
SR 1402 Over New River in Jacksonville (B-1310)
The North Carolina Department of Transportation proposes to replace
the existing bridge with a new structure along the same alignment.
During construction traffic will be detoured by US 17 and NC 24 .
The existing 20-foot structure is to be replaced with a bridge that
has a 40-foot clear roadway width. The project will require the
placement of 13 , 045 cu. yds . of fill below ordinary high water and
will fill 0 . 64 acre of wetland.
Application is hereby made for a CAMA permit as required by the
proposed project. In that the project was processed as a "categorical
exclusion" by the Federal Highway Administration, it may be constructed
under a Corps of Engineers Nationwide Permit.
• Application is being made, by copy of this• letter, for a Section 401
Water Quality Certification. This certification is required for the
Coast Guard permit.
Attached is a copy of the "Project Planning Report" for your use. If
'you have any questions , please give me a call at 733-6348 .
Sincerely,
3
T. L. Waters , P. E.
ASST. STATE HIGHWAY ADMINISTRATOR
TLW/BJO/jcr
1 Attachment
cc: Messrs . Paul Wilms , NRCD; Mr: Ken ,Bellamy, FHWA;
W. M. Ingram, W. G. Marley, W. A. Wilson, D. L. Squires ,
A. L. Hankins , T. W. Funderburk, Regulatory Branch, Corps of
Engineers
An Equal Opportunity/Affirmative Action Employer .

1
•
•
[ . A
•
•
[ . .
•
✓ r + � w '' i
T y
•
f.

• i� WA i L..•- ,vALI'fY CERTIFICATION
. EASEMENT IN LANDS COVERED BY WATER . CAMA PERMIT FOR MAJOR DEVELOPMENT
•
Oiv artment ol,A.tministnclon , State of North Carolina •
(GS 1,4b!19 •
- Department of Natural Resourcrl and CommunityOerelooment O'vartment of the Army • -
Cof 2n9.n«rs,.'Mflmington OflWct•
. (GS I13.229, 143-it5,J(a)(1), 143-215.3(c), 113A-113 (33CFR 209•]ZO-229)
•
Please type or print and fill in all blanks. If information is not applicable,so indicate by placing NJA in blank. • ' - -
Attn: Mr . T . L . Waters , P . E. , As.5t . State Highway Administrator
I. applicant Information
A. NameN . C . Dept . of Transportation - Division of Highways
P • Box ? 3 i js� First Middle
8. Address
Sa i e i g Ft , North Carolina reet, P;O. Box or Route
27611' (919) ;35 -6348 --- ---
Ci�r or Town State Zip Coca Phone
II. Luarion of Proposed Project: -
A. County Qnslow •
8. 1. City, t.'-.Vn, community or landmark Jacksonville
2. Is proposed work within city limits? Yes No X • -
C C:eek, river, sound or bay upon which project is located or nearest named body of water to project
. New River
III. Description of Project
Replace Existing Bridge No. 19i
A. I. Maintenance of existing project 2_-New work and Approach Work
8. Puronse of excavation or fill ;
I. Ac:e;s channel length width
depth
Z. Boat basin length wide;
depth
3. Fil; area Roadway Fill length 550 ' width 50 ' depth Variable 5 ' to 19 '
4. Other length width
' depth
C I. 8uIV,head length Average distance wacerward of MHW (shoreline) N/A
2. Tire of bulkhead construction (material) N/A
11
D. i tasted material (total for project)
1. Cubic yards 2 1 5 5 5 -C .Y.
Z Type of material Sl1i fah 1P F,arth Mate_rial
E. Fill material to be placed below.4iiirsee also VI. A)
1. CubcyardsO45yards c V ? Typeofmaterial Suitable Earth Material •
IV. Land Type, Disposal Area, and Constructjun Equipment:
•
A. Does the area to be sncayat-d include any marshland, swamps or other wetland? Yes. X .No
8. Does the disposal arcs include any marshland, swamps or ocher wetland? Yes No X
C Disposal Area
T. Location Selected Site Above OHW
2 Do you claim title to disposal area N/A
D. Fill material source if fill is to be trucked in T.ocal B o yq rrn pit Above We I- -La nri q
•
E How will excavated material be entrapped and erosion controlled?By Stringent Erosion Control
Methods NCDOT Standards
F. Type of equipment to be used — Highway GonStruction Ecuipment
G. Will marshland be crossed in transporting equipment to project site? If yes,explain- No
•
�?dF$T , • -
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2. Commercial — a
3. Housing Development or Industrial e-.�...,
•
4. Other ns ortation
.
•
8. 1. Lot size(s) N/A
•
2. -Elevation of lot(s) above mean sigh water N/A ''
3. Soil type and texture N/A
4. Type of building facilities or structures N/.A• '
5. Sewage disposal and/or waste water treatment A. Existing N/A Planned NJA .
8. Describe N/A
•
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER
VI. Pertaining to Fill and Water Quality: (See CAMA Local Land Use Ply Synopsis;
A. Does the proposed project.irvolve :he placement of fill materials below mean high water? Ye
3 g Yes—X.—No�_
8. T. Will any
runoff or dischar a enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes_X_ 'No
2. Type of discharge S corm Water Runoff •
.
3. Location of discharge p -
VII. Present rats of shoreline erosion (if known): N/A
VIii. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for `
work in project area, if applicable: Nr)ne
IX. Length of time required to complete project: 15 Months -
X. in addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title co the affected.property. OR if applicant is not claiming to be the owner of said property,
• then forward a :opy of the deed or ocher instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
8. Attach an accurate work plat drawn to scale on 8h X 11"white paper(see instruction booklet for
details). Note: Original drawings preferred -only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication(G.S. 1 13-229 (d))Enter date ;erved
D. List names and complete addresses of the riparian landowners with property adjoining applicant's_
Such owners have 30 days in which tolsubmit comments to agencies listed below:
Martin E. Wallace Route 4 Box 3558
al h L. Faires 1823 Cherokee Dr , v
ac onville g
4
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolinas approved coastal management program and will be conducted in a
manner consistent with such program.
Xi1. Any permit issued pursuant to this.application will allow only the development described in this
appli-
Cation and plaL Applicants shout&therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, tilling, and lard clearing.
DATE /.Z 2.2— �j 1L��
L�C�t/ S�—c—�� •
t Applicant's Signature
Asst . State Highway Administrator
o;F 82 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/77. 1
r�+� ih�l'�}sy..�e': r� •�^ �.V.. Syr.✓�_ M. I

7 . \4." SITE MAP FROM
• `�� NORTH CAROLINA D. O.T.
`.': . ONSLOW COUNTY
;:., t . . . .. .
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I1 ' POP.16,219
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I E R tlalr lb• e f 44 K /ee.o..r e..d A,.. '
DIVISION OF HIGHWAYS
(ly' wa.1" e::u" ONSLOW COUNTY
11 tjL 1 • .•1 Mar S•ao
fliv s.rrtati PROJECT 8. 2260101 (B-1310)
i °`�•• ®—. =�a� — ------ REPLACEMENT BR. 191 .
° 5 10 20 30
- OVER NEW RIVER ON SR 11102
° 10 20 '° 40
" '
---
SHEET 1 OF 6 DEC 1986
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NC DEPT. 047 TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT 8 . 2260101
_ REPLACEMENT BR. 191
OVER NEW RIVER ON SR 1402
• SHEET V OF 6 DEC 1986
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30 PROPOSED C.L. GRADE
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State of North Carolina
•
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
Field Services Section
S. Thomas Rhodes, Secretary 7225 Wrightsville Avenue Director
Wilmington, NC 28403
(919) 256-4161
February 12, 1986
C. D. Adkins, Manager
Planning and Research Branch
DOT, ► 'vision of Highways
Ralei_ , NC 27611
Dear Mr. Adkins:
• I have reviewed the project planning report for the
replacement of 'Bridge No. 91 on S.R. 1402 over New River
in Jacksonville and have determined that a CAMA major
development permit will be required. I do agree with the
• conclusions of the report that alternative #1 would be the
least environmentally damaging alternative. Since detour
routes are available nearby, replacement of the existing
bridge along ,the existing alignment is most appropriate.
Please submit the application to this office for •
permit processing. Should you have any questions, please
advise.
Sincerely,
Rob Moul
Field Consultant
RM/pj
cc: Charles Jones, DCM
Hugh Heine, Corps
• John Parker, DCM
Steve Davenport, Co: Planner
•
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action.Employer

e„.SrArt,
11)4 S•
44/140
•
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Field Services Sectionavid W. Owens
S. Thomas Rhodes, Secretary P.O. Box 7 6 9 Director
• Morehead City, NC 28557
919 726-7021
January 27, 1987
Mr. T. L. Waters, P.E.
N.C. Dept. of Transportation
P.O. Box 25201
Raleigh, NC 27611
Dear Mr. Waters:
The Division of Coastal Management hereby acknowledges receipt of
your application for state approval for development of your
property located Bridge #191. on SR 1402 over the New River in
Jacksonville, Onslow County. It was received on December 31,
1987, and appears to be adequate for processing at this time.
The projected deadline for making a decision is March 16 , 1987 .
An additional 75-day review period may be necessary and if so you
will be advised of the extension and the new deadline. .
NCGS 113A-119(b) requires that Notice of an application be posted
at the location of the proposed development. Enclosed you will •
find a "Notice of Permit Filing" postcard which must be posted at
the property of your proposed development. You should post this
notice at a conspicuous point along your property where it can be
observed from a public road. Some examples would be: nailing
the notice card to a telephone pole or tree along the road 1
right-of-way fronting your property, or at a point along the road
• . right-of-way where a private road would lead one into your
• property. Failure to post this notice could result in an
incomplete application.
•
An onsite inspection will be. made and if additional information
,is required, you will be contacted by the appropriate state or •
federal agency. If you have any questions, contact me.
Cordially yours, 1
11 '•
JiOt1
Mercer 0
Field Consultant
1
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
_,..._.

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COMV ENl S ACCEPTED THROUGH
FOR MORE DETAILS CONTACT
�/ -,. �� •
.�'p`r"�'`�, THE LOCAL ERMIT OFFICER BELOW:
' APPLICANT: , /l• Q / � ��
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APPROVED it.
By #Management Review Board
Date JAN 2 7 1986 .
Onslow County r Rl r 4-10
Bridge Number 191 intititr -:-.�
on �A ; i C y :, 10
SR 1402 ��
over _. 1J _
New River ` '``-
State Project 8 .2260101 \
Federal Aid Project BRM-5723 (1 )
B-1310 '
CATEGORICAL EXCLUSION
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
N. C. DEPARTMENT -OF TRANSPORTATION
DIVISION OF HIGHWAYS 1
A%;--ea; . 4.1(i0/4
Date C. D. Adkins •
Manager of Planning and Research, NCDOT
/ p 1
/��/�6 �ti� C J� '?'' E
Date yKenneth Bellamy
f`l`Division Administrator, FHWA
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Onslow County
Bridge Number 191 '
on
SR 1402 .
over
New River
B-1310
11
I. Purpose
/11
The subject bridge was included in the 1986-1995
Transportation Improvement Program and is scheduled for Fl
replacement in FY 1987 as a part of the Federal-Aid Bridge
pi
Replacement Program. The purpose of the project is to improve is
traffic operations and safety along this route by removing the
present deteriorated concrete structure and replacing it with a VI
new structure meeting current design standards. This project will 1
qualify as a Categorical Exclusion as defined by the Federal [#
Highway Administration environmental guidelines. ti
a
• II. . Summary of Recommendations [ ;
•
Replacement of Bridge Number 191 with a structure containing -I
a 40 foot clear width roadway to match the existing curb and is
gutter section on the east approach and with a 5-foot sidewalk on E
the south side . The sidewalk should be on the south side of the
bridge adjacent to the First Baptist Church . The bridge should be - ,
approximately 390 feet in length . and should be built on the
existing alignment identified as Alternate 1 on the attached i,
.Figure 3 . Estimated total cost of this project is $1 ,208 ,000 in 4
1985 dollars. During construction traffic will be detoured by U.S .
17 (Marine Blvd . ) and N.C. 24 (Johnson Blvd. ) .
f
III . Existing Conditions H =
' Bridge Number 191 is located in Onslow County within the city _
limits of Jacksonville as shown in Figure 1 . Pictures of the
existing bridge are shown in Figure 2 . t
This bridge has 13 spans, for a total length of 389 ' -9" and is
constructed of concrete piles , concrete -bent caps , and integral i `
concrete beams and deck . The clear roadway width is 20 feet and
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there is a sidewalk on the south side with steel cantilever •
•
supports and wood decking . The sufficiency rating for this bridge
is 8 .4 compared to 100 for a new bridge . This structure was
constructed in 1926 .
SR 1402 is locally known as Old Bridge Street . The pavement
is 20 feet wide with nine foot grassed shoulders on both ;
approaches . The roadway on the bridge and to the east is on a
horizontal tangent. A curve of approximately 3 degrees begins
approximately 100 feet west of the west end of the bridge . The t
road goes upgrade from both sides of the river to a crest vertical I
curve on the bridge. The posted speed limit is 35 mph. ( ;
SR 1402 (Old Bridge Street) is designated as "Other Principal
Urban Arterial" and is on the Federal Aid Urban system. The
current ADT is 11 ,000 vpd with a projected ADT of 19 ,800 . Truck
tractor semi-trailer vehicles account for one percent of this and
dual tired vehicles are two percent .
This route is designated on the Jacksonville Thoroughfare
Plan ( latest revision April 17 , 1985 ) as a "major thoroughfare . "
No school buses use this bridge . A statement from the County
School Bus Superintendent is in the Appendix.ppendix. Fire and rescue
4 vehicles do not usually use this bridge . An on-site detour would
require the construction of a new temporary bridge over the New
River. Such a detour would have to be located such as to adversely •
affect either the historic Pelletier House property or the First
Baptist Church . The estimated cost of such a detour would be
' $274 ,000 in 1985 dollars exclusive of easement costs.
iThe only feasible off-site detour (See Figure 1 ) is via U.S.
17 (Marine Blvd . ) and N.C. 24 (Johnson Blvd . ) . This detour is 1 .47
miles long which is 0 . 13 miles longer than the existing route .
Both roads are four lane divided urban streets with signalized
intersections . The U.S . 17 bridge over the New River does not have
any posted weight limits . The existing ADT on U. S. 17 is 37 ,000
vpd. Using it as a detour will give a total ADT of 48 ,000 vpd .
Presently this route functions well from a capacity standpoint but
will move into Level of Service "E" (using 1965 Highway Capacity
Manual ) during peak hours while- it is functioning as a detour. The
excess user cost for this detour (400 day construction period )
would be $115 ,258 .
i
Topography in the vicinity of this project is generally flat.
, The street approaches this bridge from the west over a fill about
600 feet long and up to 20 feet high. On the east side the fill is
much shorter and is placed upon a small hill .
l
4 On the east end of the bridge the Pelletier House (built
, 1868 , oldest structure in Jacksonville ) is close to the road .
Across the road the First Baptist Church has a parking lot at the
toe of the fill . The west end of the bridge has a fill across the
2

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bottom lands and the nearest development is about 400 feet from i
the end of the bridge.
1
The City of Jacksonville has a 16 inch water line suspended
from the north side of the bridge . This water line is the major
water source for the city transporting water from the wells west
of the New River to the major portion of the city. Relocation of
this water line needs to be considered. Sewer lines, exist about
200 feet from the east end of the bridge. Overhead power lines are r
near the west end of the bridge .
Anne Street intersects Old Bridge Street about 300 feet east
of the bridge. Other intersections and drives are more distant
from the bridge.
j
General land use in the vicinity of the bridge is CBD with I
businesses, governmental offices, and churches near the bridge.
Some residences are a block or more distant. 11
Eight accidents were reported for 1982-1984 near the bridge .
Of the three accidents which appeared to have any relationship to F,
the bridge one was a head-on collision on the bridge between a car ;
and a bicycle with both operators intoxicated. Another was a
sideswipe between vehicles traveling in the opposite direction on
the bridge. The third one was a -rear end collision. The first two 0
were apparently contributed to or caused by the narrowness of the
bridge .
t• IV. Alternatives Considered
•
1 _ ' i
1 Each alternative considered uses ten foot wide shoulders west,
I
of the bridge except for the first 100 feet west on which a curb
and gutter section is to be used. Curb and gutter is to be used to
the east to match and connect with existing curb and gutter on Old
Bridge Street. Because of congested traffic in downtown
s Jacksonville , a design speed of 40 mph is recommended. The xI.
t locations of these alternates are shown in Figures 3A and 3B.
Alternate 1 (described below) uses a bridge with a clear
roadway width of 40 feet with a 5 foot raised sidewalk on the
south_ side . The roadway consists of three 12-foot lanes with 2-
foot shoulders to match the existing curb and gutter section on
the east approach. Anticipated use of the third lane is to provide
i ar right turn only lane at Anne Street for eastbound traffic . This
Section should be tapered to the existing two lane section beyond
the west end of the bridge .
Alternates 2 and 3 use a bridge with a clear roadway width of
28 feet with a 5 foot raised sidewalk on one side of the bridge .
This provides for two 12 foot lanes and two foot shoulders.
3 .
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. Alternate 1 , the recommended alternate , uses the existing
alignment and has a total length of about 1100 feet with a
structure length of approximately 390 feet. Much of this distance
will be required to accomplish the taper from three lanes to two.
This would require widening of the existing fill by about 18 feet
on both sides of the New River;
The existing width from face to face of curb beyond Anne
Street is 39 .4 feet. Existing curb and gutter extends towards the
Pelletier House from Anne Street and should be the northern -edge
of the street to avoid encroachment onto the Pelletier House .
property because of its historical significance. Acquisition of a
portion of the First Baptist Church parking lot may be necessary.
The total estimated cost of this alternate
elisa$1 ,208,000 in
ng the water 11985
dollars not including the cost of
Traffic should be detoured by U.S. 17 (Marine Blvd. ) and N.C. 24
(Johnson Blvd. ) . -
Alternate 2 is to place the new structure in line with New
Bridge Street north of the present alignment and construct a new
fill on the west end. The length of this alternative would be
about 2100 feet with a structure length of about 650 feet. This
•
route would require the removal of a storage building west of the
New River and disrupt portions of the area adjacent to the new
Onslow County Courthouse. Portions of the County Jail would have
to be removed and major vehicular traffic would be introduced
across a major pedestrian path. Also, encroachment on the real of
the Pelletier House property would occur . Onslow County is opposed
to this alignment because of the damage it would do to the county
government complex, a major portion of which is of recent
construction. The total estimated cost of this alternative is s
$1 ,919 ,000 not including the cost of the water line replacement.
Traffic could be maintained on the existing bridge while this
•
route is constructed.
Alternate 3 is to place the structure in line with College
Street south of the present alignment. The total length is 1
approximately 1450 feet with a structure length of about 650 feet.
• This alternative would also require new fill on the west end. On
the east end it would pass through a playground area and parking f
area used by the First Baptist Church in connection with aday
care facility. It would also divide the church property and placee
major traffic down one side of the main church building . A garage
•
and possibly a house would be in the way of this alternate . A
five-legged intersection would be created at College and Anne
Streets. This alternative is opposed by the church. .The estimated
r
cost of this alternative is $1 ,899 ,000 not including the cost of
� the water line replacement. Traffic could be maintained on the
existing bridge while this alternative is constructed.
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Estimated cost for each alternate is shown below:
•
Alt. 1 Alt. 2 Alt. 3
Approaches $ 92 ,000 $ 232 ,000 $ 170 ,000
Structure 797 ,000 1 ,141 ,000 1 ,141 ,000 l'.
Structural Removal • 44 ,000 44 ,000 44 ;000
Traffic Control 4 ,000 4 ,000 4 ,000
Engineering & 141 ,000 213 ,000 • 204 ,000
Contingencies li
Right-of-way 130 ,000 285 ,000 336 ,000
Total $1 ,208 ,000 $1 ,919 ,000 $1 ,899 ,000 Ilm
Not included in any of the above cost estimates is the cost
of relocating the 16 inch water line attached to the existing vI
bridge. Estimated cost of relocating the water line under. the New
fl
River is $202 ,000 . e .
11
V. Conclusions and Recommendations F
Alternate 1 ', construct a new bridge on the existing
alignment, is recommended. The estimated cost of this alternate is ,
much less than that of the others considered . Environmental damage
to the wetlands would be minor by this alternate compared with .
major damage by the other alternates. Disruption to developed
properties would be minor with this alternate compared to major tH
disruption with Alternate 2 . Adverse effects to the historically f
significant Pelletier House property can be avoided by careful i .
design of Alternate 1 . t
A cross-section with 36 feet of traveled lanes and 2 foot ` '
shoulders is recommended. Traffic should be maintained during
demolition and construction with a detour by U.S. 17 (Marine
. Blvd . ) and N.C. 24 (Johnson Blvd . ) . *
1 The existing structure should be removed. The existing ,
approaches would be used with the new construction.
If
Existing navigation clearance is thirteen feet at high water I
and fifteen feet at low water. The proposed bridge will be at the
same elevation and will have a navigation clearance approximately
Isthe same as existing .
The City of Jacksonville has expressed a desire to place a i '
future sewer force main on the new bridge . This should be !
considered during design ..
d
• 5 1

r
.4

Y
1
Coordination with the City of Jacksonvlle was made on August
8 , 1985 , when a meeting was held with the following city officals :
Planner, Public Works Director and City Engineer, and Public
Utilities Director. After a discussion of the possible alignments
replacement at the existing location was recommended.
VI. Environmental Evaluation
Appropriate state agencies, local government and civic
1
•
leaders have been contacted concerning this project. Responses
indicate . general agreement with the need for the bridge
replacement and concurrence in replacement along the existing
alignment (Alternate 1 ) .
The recommended bridge replacement , (Alternate 1 ) would not •
have a significant adverse effect on the quality of the human or
natural environment using current North Carolina Department of
Transportation (NCDOT) standards and specifications during
construction. No families or businesses will be displaced by the
proposed project. In view of the scope of the proposed action and •
the very limited adverse environmental effects anticipated , the
recommended alternate is considered a "Non-Major" action. iY
Therefore , it is anticipated that this project will qualify as a
"categorical exclusion" . The following is the basis for this
determination. t
•
The proposed project is in a highly urban area on the western
fringe of the Jacksonville city limits. This bridge is one of two '
bridges in the area providing east-west access across the New
River. Much of the topography and natural vegetation has been
altered through urban and commercial development. Both bridge
approaches were originally constructed on fill placed in
bottomland vegetation of the New River floodplain. The proposed
project would have involvement with wetlands as they are defined
in 33 CFR, Part 323 .2 (C) . i '
F i
•
t
itp
Minimal vegetation exists within . the project ' s 60 ' wide ` _
• right-of-way. Canopy vegetation that does exist adjacent to the _
project site is now restricted primarily to pockets on both sides
'of the bridge . Bordering the river on the west side of the bridge ,
sweet gum ( Liquidambar styraciflua ) , black willow (Salix nigra ) ,
' red maple (Acer rubrum) , red bay ( Persea borbonia ) , sweet bay
(Magnolia virginiana ) , elm (Ulmus americana ) , ash ( Fraxinus sp ) ,
black walnut (Juglans nigra ) , red cedar (Juniperus virginiana ) and
privet (Ligustrum sp ) were identified . Roadside margins and {
recently disturbed bottomland sites support a variety of
successional species including kudzu (Pueraria lobata ) , grape
(Vitis sp) , ragweed (Ambrosia spp) , dog fennel ( Eupatorium
capillifolium) , trumpet vine (Campsis radicans ) and grasses.
j
6
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ha s ) proliferates along river margins and in k
Cattail (Typ p "
bottomland areas lacking hardwood development in the northwestern I
quadrant.
In comparision , most of the land along the east river bank on
both sides of the highway has been developed by commerical or �.
residential concerns. An 1886 homestead , currently owned by the
Onslow Histroric Society , dominates the north east project :
quadrant . Landscaped lawns extend to the water' s edge and a few V , 1
native trees remain near the river or have been used for i
ornamental purposes including bald cypress (Taxodium distichum and
rl
ascendens ) , willow (Salix babylonica ) , red cedar, black walnut andti
others. Cattails and sedges (Cyperus sp ) are -common along the
margins of the waterway but removed from the project right-of-way.
Further north is a Wildlife Access Area available for public use .
A church with associated playground facilities is located in • }
the southeastern sector by the bridge . Again, a grass lawn extends
to the river with a few native trees utilized in a landscape ;
context . Shrub vegetation (black willow, privet, ash, etc) line
the river margins along with cattails and rushes (Juncus sp ) . . .
Several loblolly pines (Pinus taeda) are situated on higher ground
away from the river near the southern property border.
i
Because of the intense urbanization of this area , 1.
opportunities for wildlife are limited . A. few small mammals such iii-
refuge as rabbits , skunks, raccoons or opossums may occasionally seek in woodland pockets or feed near the river. The estuarine
system and undisturbed wetlands down river may host a variety 'of of
migratory waterfowl and other avifaunal species (hawks, owls ,
songbirds , seabirds, etc ) but the lack of suitable habitat within H.
project , boundaries precludes their continued presence near the
study site .
There were no endangered species observed during field .I''
; ;
review. Contact with the North Carolina Department of Natural
Resources and Community Development indicates there has been no
endangered or threatened species of plants or animals reported in
. .the vicinity of the project site . °'
Stream classification obtained form the State of North
Carolina Department of Natural Resources and Community Development t1
indicates that in the project area the New River is classified 1
"SD" , tidal saltwater suitable for primary recreation ( i .e . , 4 :
swimming ) , fishing and wildlife propogation, except shellfishing
for market purposes.
•
Contact with the U.S . Department of Commerce , National Marine `
Fisheries Service (NMFS ) and the North Carolina Department of =F
Natural Resources and Community Development, Division of Marine
Fisheries indicates that the New River contains fishery resources
for which the agencies are responsible . The SR-1402 bridge over
• C .
t .
.
7 •
1

New River in Jacksonville is located in a Primary nursery area .
The agencies have provided the following general stream
description. New River is the headwater stream for an extensive
estuarine system originating at New River Inlet, some 20 miles
downstream. At the project site , the New River is a tidally
influenced brackish water stream that provides secondary nursery
habitat for a variety of commerically and recreationally important
aquatic species ( i .e-. , crabs , Callinectes sapidus ; shrimp, Penaeus
spp. ; spot, Leiostomus xanthurus ; mullet , Mugil cephalus ;
menhaden, Brevoortia tyrannus ; croaker , Micropogon undulatus ;
flounder , Paralichthys spp. ; river herring , Alosa spp. ; shad ,
Alosa spp. ) .
There is no ecological classification available for this
particular section of the New River from the North Carolina
Wildlife Resources Commission since the rating system prepared by
ithat agency is directed toward fresh water fisheries. 1
Based on field observation , the river flow appears moderate . s '
Rechannelization would not be required for this project. 44' 9
( :
Construction of the recommended alternate would have the , .
6 least adverse environmental effects. These are expected to be
"short termed" and include limited sediment run-off during
1 , s
construction and some turbidity during the removal of existing
piles and bridge structure . A beneficial effect would be fewer
piles in the river, resulting in less restriction to channel flow.
All other alternatives would have ' significantly more adverse
environmental effects . They would require placement of fill in the
remaining bottomland communities and would result in the loss of
'4 those wetland habitats .
I
The anticipated fill in wetlands is estimated to be 0 .115 '
acres; therefore , the recommended alignment , due to the minimal
disturbance it may cause to existing wetlands, should not require
mitigation measures ( i .e . , establishment of new wetlands) .
However, because of the importance of the New River estuary as a
sanctuary and nursery area for marine organisms , erosion and
turbidity control will be of primary concern. The use of berms ,
silt fences and other control measures as' outlined in the State
- approved Erosion and Sedimentation Control Program will be
employed by the contractor.
The project is located within the Southern Coastal Plain Air
' Quality Region. The ambient air quality for Onslow County has been
determined to be in compliance with the National Ambient Air 4
Quality Standards. Since this project is located in an area where h
the State implementation plan (SIP ) ) does not contain any a
transportation control measures , the conformity
y procedures of 23
i CFR 770 do not apply to this project.
i
? ;
i f
y • '
;
8

The project will not significantly increase traffic volumes.
Therefore , its impact on noise levels and air quality will be
insignificant. Noise levels could increase during construction but
will be temporary. If vegetation is disposed of by burning , all
burning shall be done in accordance with applicable local laws and
regulations of the North Carolina State Implementation Plan for
air quality in compliance with 15 NCAC 2 .D. 0520 . This evaluation
completes the noise and air quality assessment requirements of
FHPM 7-7-3 and no additional reports are required.
The only site of historic , architectural , or archaeological 1
significance identified by the State Historic Preservation Office
in the vicinity of this project is the Pelletier Property
immediately adjacent to the north east portion of this project.
The project shall be designed so as not to encroach upon this
property.
Since the bridge is to be replaced at the existing location,
the project is exempt from the Farmland Protection Policy Act .
•
• 4
VII . Permits
The following permits may be required:
U.S. Army Corps of Engineers
• Permit may be" required for the discharge of dredged or
fill material into waters of the U.S. , including
connected wetlands.
U.S. Coast Guard ( 5th District) : a
Permit would be required for constructing a bridge
across "navigable" waters of the U.S. ; a determination •
for this site has been received from the U.S.C .G.
North Carolina Department of Natural Resources and
Community Development:
The project may require a permit to excavate and/or
fill ; for an easement in lands covered by water; for
water quality certification and compliance with CAMA.
•
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TRANSPORTAT•
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PLANNING AN'
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ANOTHER VIEW WEST APPROACH ONSLOW CO
• OF THE PELLETIER HOUSE LOOKING WEST. BRIDGE No.
ON SR 1402 OVER
B-1310
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AMERICAN l __ �r�.._ , - --.�.,. S
PROPERTYiiii 4
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k i ' .1 1 -"'"'�,', COUNTY COURTHOUSE i• `. '
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I
:: .: c.'Q_-J__ n Jl PLANNING AND RESEARCH BRANCH p
—
1 ZONE A .40� ZONI ONSLOW COUNTY 1
:. 5,.,.•.,.•::. BRIDGE NO. 1 9 1
R •`'!- r ,::::>: . ON SR 1402 OVER NEW RIVER
t ! I (� r B- 1310
6 :j 1`
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• FIG. 4 I
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APPENDIX
.
1

•
.<
E,
North Carolina Department of Cultural Resources
James G.Martin, Governor Division of Archives and History .
Patric Dorsey, Secretary William S. Price,Jr., Director
1 .
October 17, 1985
i Mr. Peyton N. Joyner, P.E. . _
Project Engineer :
J. E. Greiner Company F
I .5029 Falls of the Neuse.Road
Raleigh, N.C. 27609
rr;
Re: Bridge replacement project B-1310 over New River, t
Jacksonville, Onslow.County, ER 86-7322 E :
•
1 Dear Mr. Joyner: p
IThank you for your letter of October 10, 1985, and the information1-21
! concerning the widening of the bridge and roadway in relation to the
historic Pelletier. House. ,
Ir
g 6
Because the widening will take place on the side of the road away from
1 the house and no Pelletier. property will be taken at all, it is our ,
t opinion that the proposed roadwork and bridge replacement will have no ` °
1 - .
I 1;_
effect upon the house. Therefore, we have no further comment on the
project as currently proposed. t`
. The above comments are made pursuant to Section 106 of the Nationali .
. Historic Preservation Act of 1966, the .Advisory Council on Historic
• Preservation's Regulations.for Compliance with Section 106, codified at
I 36 CFR Part 800, and to Executive Order 11593, "Protection and Enhance- 3'
ment of the Cultural Environment."
i
Thank you for your cooperation and consideration. If you have questions t;
s concerning the above comments, please contact Ms. Renee Gledhill-Earley,
Environmental Review Coordinator, at 919/733'-4763. •
•
Sincerely,
t
4,4X-a ‘ .4...0-7./-4-- I
David Brook, De uty State
Historic Preservation Officer ;
l
i
DB:slw i
f
t ti
l i
1 109 EastJones Street • Raleigh, North Carolina 27611 • •
1 [phone]

F, Commander • Federal Building
e �pClftfTl.,nt �r' \,_ Fifth Coast Guard District 431 Crawford Street
^r Transportation • Portsmouth,VA 23705
r
" ). (oan)
united States =►,,, Staff Symbol:
Phone: [phone]
coast Guard .
•
16590
October 9 , 1985
4
i
t Mr . Richard Jarrett
Greiner Engineering Sciences , Inc.
5011 Falls of Neuse Road
Raleigh, NC 27609 it
Dear Mr. Jarrett : .
IThis will acknowledge Mr. Feher ' s letter of August 20, 1985
requesting whether Coast Guard permits will be required for
a the replacement of two bridges. The bridges are located
1 across Bradley Creek in Wilmington and the New River in
Jacksonville, North Carolina.
4
A site inspection has been made and, as a result , Coast
Guard bridge permits will be required for both bridges . We 1
are enclosing a Bridge Permit Application Guide for your use
:r in preparing the applications .
• is
if additional information is needed, or if we can assist you ,
in anyway, please let us know. r •
Sincerely, f _
:: PH
f
' . • . M NIHAN
C. •tai , U. S. Coast Guard i
1 hief Aids to Navigation Branch :
i By d' rection of the Commander ;
Fif h Coast Guard District
Encl : (1) Bridge Permit Application Guide
a
F L
•
s
1
i

Department Commander Federal Building
U.S.! ' u. .Department
tlOn Fifth Coast Guard District 431 Crawford Street
r�,,,. Portsmouth, VA 23705
! United States �T l Staff Symbol: (oan)
Coast Guard Phone: [phone]
d
i • 16590
October 9 , 1985
Mr . Richard Jarrett •
Greiner Engineering Sciences , Inc.
5011 Falls of Neuse Road •
Raleigh, NC 27609
Dear Mr . Jarrett :
i
This will acknowledge Mr. Feher ' s letter of August 20, 1985
requesting whether Coast Guard permits will be required for
the replacement of two bridges . The bridges are located
across Bradley Creek in Wilmington and the New River in
Jacksonville , North Carolina.
A site inspection has been made and , as a result , Coast
I Guard bridge permits will be required for both bridges _ We
are enclosing a Bridge Permit Application Guide for your use
in preparing the applications . .
f .
1
f If additional information is needed , or if we can assist you
in any way, please let _us know.
Sincerely,
Ti N I HAN F
C tai U. S. Coast Guard
hief Aids to Navigation Branch Byd • rection of the Commander
Fif h Coast Guard District
-1_,_ —11. P.,:e ) 1.
Encl: (1) Bridge Permit Application Guide
1
x
t
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State of North Carolina
Department of Natural Resources and Community Development +
f 512 North Salisbury Street• Raleigh, North Carolina 27611 I
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+ s G.Martin, Governor S.Thomas Rhodes, Secretary
DIVISION OF MARINE FISHERIES
Wilmington Regional Office
- • 7225 Wrightsville Avenue tt
Wilmington, NC 28403 i #
• (919) 256-4161
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October 1, 1985 I
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;corge G. Feher
t .;:miner Engineering Science, Inc.
'O29 Falls of Neuse Road
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tsleigh, NC 27609 ! -
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:cur Mr. Feher: !
Ed McCoy of our .Division has referred your letter concerning the bridge replace- - `
ztnt project for Bradley Creek and New River to my attention.
The bridge over Bradley Creek in New Hanover County is used as the boundary for ,
the primary nursery area in Bradley Creek. As you may know the Marine Fisheries
CAmmission designates. areas that are critical to the maintenance of fisheries f'
* resources as primary nursery areas. In this case all waters upstream of the U.S.-76
:rsdley Creek Bridge are designated as primary nursery. This area is utilized as a
.ursery by important commercial and recreational species such as shrimp, blue crabs,
r7ot, croaker, menhaden, flounder and mullet. There are 'significant oyster and clam
resources in the vicinity of the bridge, however the Creek is closed to the harvest
of these shellfish at this time.
The S.R.-1402 bridge over New River in Jacksonvil]e is located in a primary nursery '
Area. In addition to the species mentioned above there are also river herring and
1 =.;:crican shad in this section of the River. There is no shellfish resource in the
'Lcinity of the bridge.
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We'appreciate the opportunity to provide input during the early planning stages } -
1 t r these projects as we would like to see the replacements done in a manner that
'-:uses minimum impact to fisheries resources in the areas. If you need further
'formation please contact me.
' Sincerely,
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1 Rich Carpenter
}°'Isbm - Biologist
Ed McCoy P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
I Mike Street
An Equal-Opportunity/Affirmative Action Employer

. .MML �,=
z, +1'� UNITED STATES C ARTMENT OF COMMERCE
:T National Oceanic and Atmospheric Administration
�.�� f NATIONAL MARINE FISHERIES SERVICE
"'0' Southeast Regional Office
9450 Koger Boulevard c
St. Petersburg, FL 33702
September 24, 1985 F/SER111/RSS
t 919/728-5090
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George G. Feher
J. E. Greiner Company
5029 Falls of Neuse Road
;taloigh, NC 27609 •
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Coar Mr. Feher: F
t Please reference your September 12, 1985, letter requesting
information concerning the stream ecological classification and
1 fishery resources associated with the following N. C. Department
of Transportation bridge replacement projects: Bridge #1296, P
f?radley Creek near Wilmington, New Hanover. County and Bridge
01310(191) , New River near Jacksonville, Onslow County, North
Carolina.
Both Bradley Creek and the New River contain fishery
$ resources for which the National Marine Fisheries Service (NMFS)
is responsible. Accordingly, the following general stream ;,
descriptions and information needs are provided to assist you in
developing the Environmental Assessments (EA) for these projects.
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Bradley Creek is an approximately 1. 25 mile long tidal creek
which connects to the Atlantic Intracoastal Waterway t
approximately 2.0 miles from Masonboro Inlet. It is a generally
I shallow, soft bottom creek fringed with wetlands. Although a
.channel has been dredged to serve Bradley Creek Marina, the creek
'provides nursery habitat for a variety of commercially and . E
recreationally important aquatic species (i.e. , crabs, .
(L.111.1nectes sapidus; shrimp, Penaeus spp. ; spot, Leiostomus
xanthurus; mullet, Mugil, cephalus; menhaden, Brevoortia tyrannus r
croaker, Micropogon undulatus; flounder, Paralichthys spp. ) In $
i addition, populations of intertidal oysters are located in the
1 project area. However, because of bacterial contamination,
Bradley Creek is closed for shellfishing.
t New River is the headwater stream for an extensive estuarine
system originating at New River Inlet, some 20 miles '
downstream. At the project site, the New River is a tidally
1fluenced brackish water stream that provides secondary nursery
habitat for a variety of commercially and recreationally t.
irvortant aquatic species (i. e. , crabs, Calljnectes sapidus; t
' shrimp, Penaeus spp. ; spot, Leiostomus, xanthurus; mullet, Mugil r
'ph. us; menhaden, Brevoortia tyrannus croaker, Mi_cropoizon
ivatiulatus; flounder, Paralidhthys spp. ; river herring, Alosa t
anp. ; shad, Alosa spp. ) .
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Based on the high habitat value of these streams, the NMFS
recommends that the EAs for these projects include the following
information:
1 . A description of the type location and acreage of
wetlands found in the project area and the project' s adverse
t impacts on these resources.
2. A description of the fishery resources located in the
Iproject area and the project' s adverse impact on these resources.
t 3. Alternative bridge alignments that will minimize adverse
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effects on wetlands and fishery habitat.
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4. A description of construction technique alternatives and .
these impacts on wetlands and fishery resources.
5. A plan to mitigate any unavoidable wetland and/or
fishery habitat losses. .
i In conclusion, we also suggest that you contact the N. C. °
Division of Marine Fisheries, Morehead City, North Carolina, '
regarding the ecological classification of these .streams. 1,
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'= If we can be of further assistance, please advise. •
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• Sincerely yours,
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i i /144,R chard J. Hoogland -
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Assistant Regional Director
i Habitat Conservation Division
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.,.:n•M/ EOUCaT1ON s DD
RAY MARSHALL ASST.SUPERINTENO[N TS
Onol//�� /�
w Coounty �chootJ ANDREW C. CANADY
KENNETH W. FORBES
crAIRM Aw. CHARLES T. HOYT, JR. .
EVERETT L.WATERS, SUPERINTENDENT BARBARA B. NEWMAN
.10 E. MAN 9.0.S..SS
i; J.E. CAMERON 9a4e.441.4.2ge, 1Z, .LS ea/atina 28540
oil. F. GANDY
IONARD W. McLEAN September 4, 1985 .
1 ;tS C. MEADOWS
i *to B. MORGAN
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Peyton Joyner •
Griner Engineering Science Incorporation • ! I
5011F Falls of Neuse Road
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Raleigh, North Carolina 27609 -.
Dear Sir:
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In reference to your request concerning the effect of closing
4 the old bridge in Jacksonville would have on school bus traffic.
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We do not have any buses crossing this bridge, therefore, it
would not have any effect on our operation.
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Sincerely, • 4
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i 09/1 101/1/ (1.106(5 -- •
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IM. Allen Carter, Transportation Director
21i8 Wilmington Highway
I Jacksonville, North Carolina 28540 .
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State of North Carolina 1
' Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens 1
S. Thomas Rhodes, Secretary Director
• Field Services Section
P.O. Box 769 i,
Morehead City, NC 28557
919 726-7021
February 4, 1987
Daily News
P.O. Drawer 196 i
Jackwonville, NC 28541-0196
Dear Sir:
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Please publish the attached notice in the February 9 , 1987
issue of the Daily News . Send us a bill in duplicate and Affidavit ,
of publication as soon as possible.
ordially yours ,
\kata) i
Jim Mercer
Field Consultant
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re: NCDOT Bridge 191 ,
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P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] i
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An Equal Opportunity Affirmative Action Employer
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APPLICATION FOR CAMA MAJOR DEVELOPMENT •
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• PERMIT AND WATER QUALITY CERTIFICATION
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The Department of Natural Resources and Community Development hereby
gives public notice. as required by NCGS 113A-119 (b) and 143-215 3 (a) (1) •
(c) that N. C. Department of Transnortation • of Raleigh,., il
North Carolina filed an application on January 13 , 198 / i
for a permit from the Division of Coastal Management to develop in an
Area of Environmental Concern and for certification from the Division
of Environmental. Management that a discharge of fill material in project
wetlands will not violate applicable water quality standards. •
According to said application applicant proposes to replace bridge
#191 and approaches to SR 1402 over New River,• Jacksonville,
Onslow County. .
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A copy of the entire application and additional information may be E
examined (or copies furnished upon request and payment of reproduction
costs) during normal business hours of the Division .of Coastal Manage •
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ment Jim Mercer, Marine Fisheries Building, Morehead City
and/or the Division of Environmental Management Dave Cotten, NRCD1.
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Regional Office, 7225 Wrightsville Ave. , Wilmington. F
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. The Division of Environmental Management proposes to take final action ;
. on this water Quality certification on or before March 6 , 1987t
The issuance of the CAMA Major Development permit and the Section 401
Certification may deviate from this projected date depending upon the na- - .
ture of the comments submitted and subsequent hearings that may result. �,
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All persons desiring to make comments should do so in writing to Mr.
David Owens , Director, Division of Coastal Management, PO:-vox 27687 ,
Raleigh, N. C. 27611 prior to February •24 , 1987 for consideration
in the CAMA permit decision, and to Mr. Bill Mills , Division of Envron-
• mental Management, PO Box 27687, Raleigh', N. C.• 27611 prior to
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February 24 , 1987 for consideration in the water quality certifi- I
cation decision. Later comments on the CAMA application will be accepted
and considered up to the time of permit decision. Project modifications ?F
may occur based on review and comment by the public and state and federal I
agenctii.es. Notice of the permit decision in this matter will be provided
upon written request.
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Publish .on February 9 , 1987 -
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