15870_NC DOT_19961115 (2)

O
CAMA AND DREDGE AND FILL j
GENERAL DEC 19��I I
A° 015$70-i)
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC i ,H za -
Applicant Name _- i !r�'Phone Number
,.` t_� �/ 7 � 1� t_. ..� c � �,.. it
Address.
City State ('.(` Zip
Project Location (County, State Road, Water Body, etc.)
t �
Type of Project Activity
PROJECT DESCRIPTION SKETCH ti%777�C 1-1 �(�` "�i l r I� ; ,(SCALE;
�.
Pier (dock) length rr
Groin length 'qi, ��y4a. «. 1 tCl T
number
Bulkhead length
max. distance offshore
L4
Basin, channel dimensions
cubic yards
Boat ramp dimensions )
Other
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
J / , applicant's signature
I
permit officer's signature
issuing date 4 expiration date
attachments t ` c C)
application fee

y
JAMEs B. HUNT JR.
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P.O. BOX 25201, RALEIGH, N.C. 27611-5201
October 28, 1996
North Carolina Department of Environment,
Health, and Natural Resources
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
ATTENTION: Mr. Bob Stroud
District Manager
Dear Sir:
GARLAND B. GARRETT J R.
SECRETARY
�I D��fJ���
DO
NOV 12 1996
DIVISION Or --
COASTAL MANAGEMENT
SUBJECT: New Hanover County - Replacement of Bridge No. 15 over Barnard's Creek on
SR 1100) T.I.P. No. B-2595, State Project No. 8.2250601, DOA Action
ID.199505693
The North Carolina Department of Transportation proposes to replace the referenced
structure on existing location, along with associated approach improvements. The new bridge is
to be approximately 33.0 meters (108.2 feet) long and 9.6 meters (31.5 feet) wide. Navigation
will be accommodated with a vertical clearance of 1.7 meters (5.6 feet) above ordinary high
water. The elevation of the entire bridge will be raised 0.3 meter (1.0 foot) in order to meet
current design standards requiring an increased superstructure depth. This is a 21% increase in
the navigational clearance.
�S
The proposed construction will require permanent fill in 0.002 hectare (0.005 acre) of �`
jurisdictional wetlands. Impacts will be restricted to a disturbed wetland fringe adjacent to the
southwest roadway shoulder. This fill area is necessitated by the increased footprint involved in
raising the bridge elevation. No excavation in wetlands will be required. No stream relocation or
channel change will be involved. Due to the minimal area of permanent wetland fill, no mitigation
is proposed.
The roadway will be closed within the project area throughout construction, and traffic
will be detoured onto other roadways. No temporary detour road , access canals or other
temporary fill/excavation in wetlands will be involved.
EA

In order to minimize the effects of construction on anadromous fish utilizing Barnard's
Creek for spawning, a construction moratorium on instream work will be observed from March
through May 31. NCDOT's Best Management Practices for the Protection of Surface Waters
will be implemented throughout construction.
The scope of work for this project was documented in a Categorical Exclusion approved
by the Federal Highway Administration on August 3, 1995. The U.S. Army Corps of Engineers
issued Nationwide Permit No. 23 (Approved Categorical Exclusions) for this project on
February 5, 1996. Copies of this document are available upon request. Please note that the
design recommended in this document involved replacement of the existing bridge with a double-
barreled box culvert. The project has since been re -designed to involve replacement of the
existing structure with a new bridge. This reduced the wetland and terrestrial impacts associated
with the project. All other project benefits and environmental effects discussed in the document
remain unchanged.
On September 4, 1996, Ms. Cyndi Bell of NCDOT met onsite with Ms. Tere Barrett of
DCM to discuss permit requirements for this project. At that time, it was concluded that this
project meets the conditions of DCM's General Permit for Replacement of Existing Bridges and
Culverts in Estuarine Waters, Estuarine Shorelines, Public Trust Areas, and Coastal Wetlands.
Application for this CAMA General Permit is hereby made. An application form and set of permit
drawings are enclosed. A check in the amount of $50.00 has been transmitted to the DCM office
in Raleigh to cover the CAMA processing fee. A copy of the check is included herein. The four
adjacent property owners received notification of this request on October 1, 1996. The signed
certified mail return receipts (green cards) from these property owners are attached. None of the
property owners have since contacted us with any questions or objections to this project. As their
ten-day comment period following notification has elapsed, we interpret this as no objection to
our proposed work. By copy of this information, a request for 401 Water Quality Certification by
the North Carolina Division of Water Quality is hereby made.
Thank you for your assistance. If you have any questions, please contact Ms. Cyndi Bell
at [phone], extension 306.
Sincerely
P*nkli'n Vick, P.E., Manager
Planning & Environmental Branch
HFV/plr
cc: Mr. John Parker, DCM
Mr. John Dorney, DWQ
Mr. Archie Hankins, P.E., Hydraulics
Mr. D. J. Bowers, P.E., Division 3 Engineer
Mr. Ernie Jahnke, DOA, Wilmington
Mr. G. T. Shearin, P.E., Roadway Design
Mr. Kelly Barger, P.E., Program Development
Mr. William Rogers, P.E., Structure Design
Mr. Don Morton, P.E., Highway Design
;� I
�v
NOV 1 2 1996
D1V1SIU'• OFF
COASTAL MAfvAGEMENT

.FORM DCM-MP-1
APPLICATION
(To be completed by all applicants) r NOV 121996
DIVISIO Or
b. City, town, Comtri�i ti q� a1 GE``�E��T
1. APPLICANT Pine Valley
C.
Street address or secondary road number
a. Landowner:
SR 1100
Name N.C. Dept. of Transportation
d.
Is proposed work within city limits or planning
jurisdiction? X Yes No
Address P. O. Box 25201
e.
Name of body of water nearest project (e.g.
City Raleigh State NC
river, creek sound, bay) Barnards Creek
Zip 27611 Day Phone [phone]
3.
DESCRIPTION & PLANNED USE
Fax _(919) 733-9794
OF PROPOSED PROJECT
b. Authorized Agent:
a.
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier,
Name
and excavation and/or filling activities.
Replace bridge and approach work on
Address
roadway.
City State
Zip Day Phone
b.
Is the proposed activity maintenance or an
existing project, new work, or both? Both
Fax
C. Project name (if any) TIP No. B-2595
C.
Will the project be for public, private or
State Project No. 8.2250601
commercial use? Public
d.
Give a brief description of purpose, use,
Note: Permit will be issued in name of landomier(s),
methods of construction and daily operations
and/or project name.
of proposed project. If more space is needed,
please attach additional pages. The project
consists of replacing the existing bridge
over Barnards Creek and improving the
2. LOCATION OF PROPOSED
roadwav aooroaches.
PROJECT
a. County New Hanover

Revised 03/95
FORM DCM-MP-1
M. Describe existing wastewater treatment facilities
4. LAND AND WATER D
CHARACTERISTICS HJA
a. Size of entire tract N/A N O V 12 l
Hb
D I M S) b..ly O )Describe location and type of discharges to
b. Size of individual lot(s) N/A COASTAL MAI�AGF feWof the state. (For example, surface runoff
sanitary wastewater, industrial/commercial
C. Approximate elevation of tract above MHW effluent, "wash down", and residential
or NWL +/- 2.5 m discharges.) Highway surface runoff
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract N/A
f.. Man-made features now on tract
Bridge/Road
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
N/A
Is the proposed project consistent with the
applicable zoning? Yes No
(Attach zoning compliance certificate. if applicable,)
Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes —No
Coastal (marsh) _X Other
If yes, has a delineation been conducted? X
(Attach documentation. if available)
o. Describe existing drinking water supply source.
N/A
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 8 1/2" by l l" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if 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
Revised 03/95

FORM DCM-MP-1
site. Include highway or secondary road NOV 12
number, landmarks, and the like. D I V 1 S 1 U;y U'F CERTIFICATION AND
COASTAL MA14AGEtAERERMISSION TO ENTER ON
* A Stormwater Certification, if one is necessary. LAND
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 *SEE PERMIT DRAWINGS
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.
USACOE NWP 23 issued February 5, 1996
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 lands, attach a
statement documenting compliance with the
North Carolina Environmental Policy Act.
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 in 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.
This is the -2 S day of , 19
Print Name H. Franklin Vick P.E.
Signature
,,;/�_;_-,�e
Landowner or Authortred Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form

Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to
this proposed project.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
3 Span cored slab
Water body to be crossed by bridge
Barnards Creek
d. Water depth at the proposed crossing at MLW or
NWL 0.21 m mean tide level (per COE)
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 26.5 m
(2) Width of existing bridge 7.2 in
(3) Navigation clearance underneath existing
bridge 1.4 m
(4) Will all, or a part of, the existing bridge be
removed? (Explain) Existing bridge will be
removed - New structure replaced at same
location.
f Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
Revised 03/95
NOV 12 1996
DIV{SIUN OF
COASTAL MANAGEMENT
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge 33.0 in
h. Width of proposed bridge 9.6 in
Height of proposed bridge above wetlands
+/- 1.8 m
Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
Will the proposed bridge affect navigation by -
educing or increasing the existing navigable
opening? Yes X No
If yes, explain
M. Will the proposed bridge cross wetlands containing
no navigable waters? Yes - X No
If yes, explain
Have you contacted the U. S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.

Form DCM-MP-5
j. Will the proposed culvert affect existing navigation
2. CULVERTS N/A -lf-$lain Yes No
a. Water body in which culvert is to be placed �i 1 _
Number of culverts proposed
DIVIS;O°a _ T
COASTAL tK;i CAVATION AND FILL
C. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(1) 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
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW 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
i. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
*SEE PERMIT DRAWINGS
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X 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: NO
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
C. Will the placement of the proposed bridge of culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards 140.0 m3
d. If the placement of the bridge or culvert involves
anv excavation, please complete the following:
(1) Location of the spoil disposal area
Upland disposal site
(2) Dimensions of spoil disposal area
To be determined by contractor
(3) Do you claim title to the disposal area?
Yes X No
If no, attach a letter granting permission from
the owner.
Revised 03195

Form DCM-MP-5
(4) Will the disposal area be available for future b. Will the proposed project require the relocation of
maintenance? Yes X � �— i g utility lines? Yes X No
(5) Does the disposal area include any coastal `� ' '� ��I x ain in detail
wetlands (marsh), SAVs, or other wed
Yes X No n 1 � �g�
If yes, give dimensions if different from (2)
above. D I V 1 ,�! U''� �1n t Woposed project require the construction of
(6) Does the disposal area include any area%Q_AL RIA1JA `'temporary detour structures?
the MHW or NWL? Yes X No Yes X No
If yes, give dimension if different from No. 2 If yes, explain in detail
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 X No
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
f. 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:
x Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled 9 in
(2) Width of area to be filled 0.5 in to 2.5 in
(3) Purpose of fill roadway construction
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 X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a
Will the proposed project involve an-,
Yes X No
If yes, explain in detail
mitigation?
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? Standard NCDOT
Erosion & Sedimentation Control practices
f. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe, Dozer
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?
X Yes No
If yes, explain in detail Bridge footings and
foundations
NCDOT TIP No. B-2595; State Project No. 8.22580601
Applicant or Project Name
ignafure ,
Date
*SEE PERMIT DRAWINGS
Revised 03/95

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10 20 30 40 48
r Sole of Kllometers
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NEW HANOVER COUNTY
PROJECT 8.2250601 (B-2595)
PROPOSED
BRIDGE REPLACEMENT
SHEET _j_ OF 7 „w

NpR�
—L•—STA 13+20.000 BRUCE B. CAMERON, ET AL
B-2595
BEGIN BRIDGE
MARSH STA. 13+75.117 —L—
PT Sta. 13+19.685
A
CLASS "B" RIP RAP
OUTLET PROTECT
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`A ROX. LIMITS
j MELT
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i
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PLAN VIEW SITE I no
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DENOTES HIGHGROUND EXCAVATION
zL
D
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SCALE. 1:5DO m
s
MARSH
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y E1VD
r STA.
CLASS "B
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R 1 an
,/
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NEW HANOVER COUNTY
PROJECT 8.2250601 (B-2592)
PROPOSED
BRIDGE REPLACEMENT
SHEET —2— OF 7
of
e/m

-L- STA 14+60.000 END STATE PROJECT
� B-2595
ARNARDS CREEK PROPERTIES
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i -A- i -A- _a__ ✓ �'
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-- MARSH
NEW ECHO FARMS LAND DEV. CO.
APPROX. LIMITS
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DENOTES FILL IN WETLANDS
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-_�_ ^ _ __.__— .
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N.C. DEPT. OF TRANSPORTA11ON
DIVISION OF HIGHWAYS
NEW HANOVER COUNTY
PROJECT 8.2250601 (B-2592)
PROPOSED
BRIDGE REPLACEMENT
SHEET 3 OF 7_
a/"

—L1— LINE
VERTICAL CURVE DATA
PVI STA - 13+40.000
PM ELEV - 1390
K - 31
VC - 30.000m
WSEL (1954) = 2.6m
+0.1333%
HIGHGROUND
EXCAVATION z f
W —
0.6m - s 0.21 —MTL
0.4
(TYP')
CLASS "B" i s
RIP RAP 1
j A
I i I 3 1
R ! w
(� STA. 13+91.617 —L-
3 0 11.0m, 450mm CORED SLAB SECTIONS
(� ELEV. = 2.460m
PROPOSED GRADE
..�.� �.M. ,_:_ EXISTING GRADE,,,
�- NATURAL GROUND
CLASS "B" 0 UPSTREAM FACE
RIP RAP
MTL = MEAN TIDE LEVEL (PER C.O.E.)
MLT = MEAN LOW TIDE (PER C.O.E.)
PROFILE VIEW SITE 1 =�
DENOTES HIGHGROUND EXCAVATION
F m; DENOTES FILL IN WETLANDS
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SCALE: 1:100
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NEW HANOVER COUNTY
PROJECT 8.2250601 (B-2592)
PROPOSED
BRIDGE REPLACEMENT
EET 4 OF 7_
ts/"

NOV 1 2 ug
1996 -
DjvjE,IU,,J OF
COASTAL MANAGEMENT
o cn
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STA. 13+60.000
4m 4 m
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o �
w o
2 m _---------- w
IAOm ------------- NATURAL GROUND --- I — — — — — — — — — - Om
20 m LT 15 mLT 10 m LT 5 mLT 5 mRT 10 mRT 15 mRT 20 mRT
f
SECTION A- A SITE I
0 2.5 5 0 2.5 5
DENOTES FILL
IN WETLANDS
HORIZONTAL SCALE: 1:200 VERTICAL SCALE: 1:200
® DENOTES HIGHGROUND SITE QUANTITIES
EXCAVATION
FILL IN WETLANDS 0.002 HECTARES
FILL IN SURFACE WATERS 0 HECTARES
HIGHGROUND EXCAVATION 140,000 CUBIC METERS
TOTAL FILL 17.890 CUBIC METERS
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NEW HANOVER COUNTY
PROJECT 8.2250601 (B-2595)
PROPOSED
BRIDGE REPLACEMENT
SHEET 5 OF
0
6/w