20140723 Ver 1_Other Agency Comments_20140826

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MCDENR
-North Carolina_ Department of Environment and.Natural-Resources
Pat McCrory
Governor o ��
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August 12, 2014�Ry "fcH
MEMORANDUM:
TO: David Wainwright
Division of Water Resources
FROM: Daniel Govoni
Major Permits Processing Coordinator
SUBJECT: CAMA /DREDGE & FILL Permit Application Review
Applicant: NCDOT- Bridge No. 33 (T.I.P. No. B- 4722B)
John E. Skvarla, III
Secretary
Project Location: Carteret County, Located at Bridge No. 33 over the North River on US 70.
Proposed Project: Proposes to replace the existing 1028' bridge with a new 1350' pre- stressed
concrete girder bridge and associated infrastructure on new alignment.
Please indicate below our agency's osition or viewpoint on the proposed project and return this form
by September 1, 2014 _ _ ... If you have any questions regarding the proposed
Stephen Lane
project, please contact - -. p ---- - - -', Permit officer at (252) 808 -2808. When
appropriate, in -depth comments with supporting data is requested.
REPLY: ✓ This agency has no objection to the project as proposed."p uiR-� 20 l q o 7Z3
This agency has no comment on the proposed project. 41,t;,,;,�,, / 23 C-- w� �,c 3£ ')
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED l� DATE � lY
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: 252 - 808 -28081 FAX 252 - 247 -33301 Internet: www.nccoastalmanagement,net
An Equal Opportunity ( Affirmative Action Employer

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Check #
Amount $ 410 C' Project Name
v3- 4-72`zd3
l

1.
2.
3
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME; North Carolina Department of Transportation
LOCATION OF PROJECT SITE: The project is located at Bridge No. 33 over North River
on US 70 in Carteret County (T.I.P. No. 13- 472213).
Photo Index - 2006: 48 -8097 (T -X, 17 -19); 51 -8114 (A- J,7 -9)
2000: 48 -596 (S -X, 17 -19); 51 -619 (A -J, 7 -9)
State Plane Coordinates - X: 2,703,058 Y: 660,741 Lat.: 35 °32'33" N Long.: 76'38'11"W
INVESTIGATION TYPE: CAMA and D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit— July 29, 2014
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete: July 14, 2014
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification From LUP — Rural /Rural with Services /Conservation
(B) AEC(s) Involved: EW, PTA, CS, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Bridge for public use
Planned - Bridge for public use
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Open Water
24,394 sf Temp.
25,831 sf Perm.
31,614 sf Existing Shading
17,408 sf Additional Shading
64,688 sf Temporary Shading
(B) Coastal Wetlands
1,117 sf
1,742 sf Hand Clearing
(C) Section 404 Wetlands
D High Ground
183,861 sf Grading/Paving
(D) Total Area Disturbed: 350,655 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW
Special Secondary Nursery Area: Yes
Open: Yes
8. PROJECT SUMMARY: The applicant proposes to replace the existing 1,028' long bridge on US 70
over North River with a new 1,350' long pre- stressed concrete girder
bridge and associated infrastructure on new alignment.

FIELD INVESTIGATION REPORT:
N.C.D.O.T. - BRIDGE NO. 33 OVER NORTH RIVER
PAGE #2
NARRATIVE DESCRIPTION:
Project Setting
Bridge No. 33 is located over North River on US 70 north of the Town of Beaufort in Carteret
County. US 70 in the vicinity of the project is a principal arterial route that is part of a designated
NC Bicycling Highway, the NC -7 route - Ocracoke Option. US 70 heads in an easterly direction
from its intersection with SRI 300 (Merrimon Road) for approximately 4,000' before arriving at a
130' wide x 1,200' long rock armored causeway connecting to the western end of Bridge No. 33.
Coastal Wetland species dominate the landscape to the north and south of the road just prior to the
causeway. There is also an un- vegetated beach area approximately 30' wide x 800' long on the south
side of the road near the beginning of the causeway that is frequently used by the public for
sunbathing, fishing, and other recreational activities. Typical elevations in the project area range
from 0 to 7 feet above the normal high water level of the river.
US 70 passes over North River on Bridge No. 33 and connects to the other side of the river via a
130' wide x 1,000' long rock armored causeway. There are currently two informal parking areas
near the bridge's eastern terminus, as well as an old roadbed that was previously abandoned and is
sometimes used for additional parking for those utilizing the causeway for public access to North
River. US 70 then continues on into the community of Bettie.
The existing Bridge No. 33 was constructed in 1959, is 1,028' long, and 33' wide (outside to
outside). The bridge has 28' of clear roadway width. The bridge is a fixed bridge consisting of
forty-seven spans, with a maximum of 28' horizontal distance between spans. The vertical clearance
underneath the bridge is 8.7'. The superstructure consists of a reinforced concrete deck on concrete
caps and pilings. Multiple steel crutch bents have been added to assist in supporting the structure
and NCDOT performed rehabilitation work on the bridge in recent years to repair cracking and
spawling concrete on the pilings and girders. The bridge received 8 out of a possible 100 points
during its last sufficiency rating. The annual average daily volume of traffic over the bridge was
estimated to be 10,000 vehicles per day in 2012 and is expected to increase to 14,600 vehicles per
day by the year 2035.
There are no stormwater runoff controls on the bridge, as the existing bridge deck drains directly
into North River. Telephone conduit lines are attached to both sides of the bridge and cross over
North River. An aerial power line, located approximately 35' south of the bridge, parallels the
bridge as it crosses over the river on poles.
North River is classified SA; HQW by the Environmental Management Commission in the area
of the proposed construction. North River is designated by the North Carolina Division of Marine
Fisheries as Coastal Waters, which has also designated the area upstream of the bridge as a Primary
Nursery Area and the area downstream of the bridge as a Special Secondary Nursery Area. The
waters are open to shellfishing and there are oyster bed leases on both sides of the causeway at the
east end of the bridge. At the project site North River is approximately 4,000' wide and has a
maximum water depth of -10' below the Normal Low Water level in the channel. There were no
SAV's observed in the project area during the site visit.

FIELD INVESTIGATION REPORT:
N.C.O.O.T. - BRIDGE NO. 33 OVER NORTH RIVER
PAGE #3
Project Proposal
NCDOT proposes to replace the existing Bridge No. 33 over North River. The project involves
the replacement of the existing bridge and related approaches with a pre- stressed concrete girder
bridge and new approaches on new location approximately 50' north of the existing location. The
applicant has designed the project to maintain traffic on the existing bridge until the new bridge
could be constructed.
To facilitate the construction of the bridge, a 30' wide x 1,660' temporary work bridge with
fourteen 25' wide x 45' long fingers piers would be built along the north side of the proposed bridge
location. The work bridge would extend entirely across the creek. The low chord of the temporary
work bridge as proposed would be as low at 2' above Normal High Water, which is 6.7' less than the
clearance under the existing bridge.
The new bridge would be 1,350' in length and 38.6' in width, which would be 322' longer and
5.6' wider than the existing bridge. The bridge would consist of fifteen 90' long spans and include
fourteen bents located within North River. The bridge is designed to allow 88' of horizontal
clearance between bents, which is an increase of 60' beyond the existing 28' clearance width, and
match the existing 8.7' of vertical clearance. The bridge would have two 12' wide travel lanes, with
6' wide offsets on each side and 54" high bicycle safe rails.
NCDOT has committed to build the bridge with no deck drains over surface waters. The
stormwater from the bridge would be conveyed via curbing on the bridge to grassed swales that
would be constructed on each end of the new bridge. The stormwater from the western half of the
bridge would flow from the bridge into grated inlets leading to a 235' long grassed swale beginning
at Sta. 3 8 +51 and ending at Sta. 40 +86. The stormwater from the eastern half of the bridge would be
collected in a similar manner and discharged into a 117' long grassed swale located between Sta.
54 +51 and Sta. 55 +68.
To allow for the relocation of the bridge, the applicant has requested to widen the approach
structures to the bridge. On the western approach, approximately 860 linear feet of steel sheet pile
would be installed 25' to 30' waterward of the Normal High Water. level on the north side of the
causeway. On the eastern end of the bridge, approximately 1,030 linear feet of steel sheet pile
would be constructed 15' to 20' waterward of the Normal High Water level. The sheet pile would be
backfilled with sand and form the support for the new causeway road. The soil material for the
expanded causeway would permanently fill in a portion of the shellfish lease on the north side of the
causeway from Sta. 55 +80 to Sta. 62 +20.
The road would then be replaced from Sta. 31 +00 to Sta. 40 + 99 and from Sta. 54 +51 to Sta.
66 +50 with two 12' wide travel lanes with ten foot shoulders, four foot of which would be paved.
New guardrails would be extended from the approaches to the bridge for 740' from the west side of
the bridge and 1,045' from the east side of the bridge. A 15' wide x 88' long paved drive has also
been proposed at the east end of the new bridge to provide access to the bridge and causeway for
NCDOT bridge maintenance workers and the public.
The existing bridge would be completely demolished and removed from the project site utilizing
NCDOT's Best Management Practices for Bridge Demolition and Removal. The existing pavement
would be obliterated where no longer needed, from Sta. 3 5 +00 to Sta. 44 +00, and from Sta. 53 +60 to
Sta. 60 +30. A 130' wide by 325' long portion of the causeway at the west end of the bridge would
be excavated down to adjacent stream bed elevations from Sta. 40 +80 to Sta.44 +05. A 130' wide x

FIELD INVESTIGATION REPORT:
N.C.D.O.T. - BRIDGE NO. 33 OVER NORTH RIVER
PAGE #4
102' long section of the existing causeway would also be removed at the east end of the bridge from
Sta. 53 +62 to Sta. 54 +64 down to 2' of elevation. The remaining causeway ends would be stabilized
with approximately 200 linear feet of Class II riprap.
The existing telephone lines in the causeway and attached to the sides of the bridge are to be
abandoned along the length of the project. Anew 4" fiber optic telephone line has been proposed for
installation along the proposed causeway from Sta. 30 +90 to the Sta. 69 +40 to replace the abandoned
lines. The new line would be attached to the north side of the proposed bridge over the North River.
The existing power lines are not in conflict with the bridge replacement portion of the project,
however, the causeway removal portion of the project would de- stabilize two power line poles
located on the eastern causeway at Sta. 43 +50 and western causeway at Sta. 53 +90. The applicant
has proposed to stabilize the poles with the placement of rip rap within a 40' radius around the poles.
Anticipated Impacts
The proposed bridge and associated causeways would fill 1,117 sq. ft. of Coastal Wetlands and
require 1,742 sq. ft. of Coastal Wetlands be hand cleared. The widening of the causeways would
require filling 25,831 sq' ft. of Primary Nursery Area and waters seasonally opened to shellfishing.
The project would also require 24,394 sq. ft. of temporary excavation in those waters as well to
install the steel sheet pile and excavate the ends of the causeways.
The proposed bridge would permanently shade 49,022 sq. ft. of Estuarine Waters, an increase of
17,408 sq. ft. beyond that shaded by the existing bridge. The proposed temporary work bridge would
temporarily shade an additional 64,688 sq. ft. of Estuarine Waters.
The vertical clearance under the bridge would remain the same in the channel at 8.7' above the
Normal High Water level. The bridge would allow an increase in the maximum navigational width
from 28' to 88'. Existing navigational clearances under the bridge could be reduced under the
proposed construction plan, in which the temporary work bridge may be constructed as low as 2'
above Normal High Water across the width of the river for the duration of the multi -year project.
This would severely impeded navigation within North River.
The project would result in a total of 183,861 sq. ft. of high ground disturbance, including the
grading and paving of the new approaches to the bridge and the removal of the causeways.
The applicant has proposed to mitigate for the Coastal Wetland impacts at a 1:1 ratio by debiting
0.03 acres of Brackish Marsh Restoration credit from the Cedar Point Mitigation Site located in
Cedar Point, Carteret County. The site is approximately 30 miles west of the project site and is in
the White Oak River Basin.
The causeway excavation has been proposed to help offset the impacts to the Primary Nursery
Area and shellfishing waters. The excavation would result in conversion of 37,226 sq. ft. of high
ground causeway to Primary Nursery Area and open shellfishing waters, for a net gain of 11,395 sq.
ft. of Primary Nursery Area and open shellfishing waters.
A localized increase in turbidity can be expected during the in -water construction portion of the
new and temporary bridges, and the removal of the existing bridge. No additional closures of
shellfishing waters outside of the filled areas of the project are expected. Impacts to anadromous fish
in North River are expected to be minimal with the applicant's commitment to avoid any in -water
work between the dates of February 15 to September 30 of any year.

FIELD INVESTIGATION REPORT:
N.C.>(D. ®.T. - BRIDGE NO. 33 OVER NORTH[ RIVER
PAGE #5
A multitude of other efforts have been utilized to minimize and avoid impacts from this project;
including but not limited to the use sheet pile to reduce impacts in jurisdictional areas, the use of
Design Standards in Sensitive Watersheds, the use of hand clearing only in wetlands where
practicable, and the construction of a 322' longer bridge.
The public is expected to benefit upon completion of the project by the increase in the safety of
the new structure, more multi -modal use of the bridge with the wider offsets on each side of the
bridge for bicycle /pedestrian use, and wider navigable openings under the bridge.
Submitted by: Stephen Lane — Morehead City District — August 11, 2014

J �a�a
♦� pAiuR• ��
STATE OF NORTH CAROLINA
DEPARi�vlEiv" ��' `�i�ANSPOR A RONT
PAT L. MCCRORY
GOVERNOR
Mr. Tom Steffens
U.S. Army Corps of Engineers
Regulatory Field Office
2407 West 5h St.
Washington, NC 27889
Dear Sirs:
ANTHONY 7. TATA
SECRETARY
July 10, 2014
Mr. Stephen Lane
N.C. Dept. of Environment and
Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Subject: Application for a Section 404 Nationwide Permit 23, Section 401 Water
Quality Certification and CAMA Major Development Permit for the proposed
replacement of Bridge No. 33 over the North Riv&bn US 70 -in- Carteret County,
North Carolina; TIP No. B- 4722B; Federal Aid Project No. BRNHS -0070 (84);
Debit $400 from WBS No. 38496.1.1
The North Carolina Department of Transportation ( NCDOT) proposes to replace the 1,028 foot,
47 -span bridge over the North River, with an approximately 1,350 foot, 15 -span bridge on a new
alignment north of the existing. Traffic will remain on -site during construction. Permanent
impacts to jurisdictional resources include 0.03 acre of wetland fill and 0.58 acre of fill in surface
waters.
Please see enclosed copies of the Pre - Construction Notification (PCN), Preliminary
Jurisdictional Determination Form, Cedar Point Mitigation Site debit ledger, permit drawings,
utility permit drawings, stormwater management plan, MP forms and roadway plans for the
above referenced project. The Categorical Exclusion (CE) was completed in September 2012
and distributed shortly thereafter.
This project calls for a letting date of April 21, 2015 and a review date of March 3, 2015. The
project schedule may be advanced if funding becomes available.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The
NCDOT requests that the project be authorized by NW 23 for bridge construction.
1 JUL 14 2014
MAILING ADDRESS: '`y LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE- 919 -707 -6000 '� •M -iY RD CUNTURY CENTER, BUILDING A
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX [phone] BIRCH RIDGE DRIVE
1548 MAIL SERVICE CENTER RALEIGH NC 27610
RALEIGH NC 27699 -1548 WEBSITE' WWW NCDOT.GOV /DOH /PRECONSTRUCT /PE/
e

Section 401 Permit: We anticipate 401 General Certification number 3891 will apply to this
project. NCDOT is requesting written concurrence from the North Carolina Department of
Environmental and Natural Resources, Division of Water'Resources.
CAMA Major Permit: NCDOT requests that the proposed work be authorized under a Coastal
Area Management Act Major Permit. The landowner receipts will be forwarded as soon as they
are available. Authorization to debit the $400 Permit Application Fee from WBS Element
38496.1.1 is hereby given.
A copy of this permit application will be posted on the NCDOT Website at
https:Hcoiu-iect.ncdot.gov/ resources / Environmental /Pages /default.aspx, under Quick Links >
Permit Applications. A copy of the CE is also available at the above website address under Quick
Links > Environmental Documents. Thank you for your assistance with this project. If you have
any questions or need additional information, please contact Tyler Stanton at
tstanton @ncdot.gov or (919) 707 -6156.
Sincerely,
�- Richard W. Hancock, P. E., Manager
Project Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List

11C tPi
L 11 N�'
"M
T
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
B -4722B (38496.1 -1)
Applicant 1: First Name
Richard
MI
W
Last Name
Hancock, P.E.
Applicant 2. First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1598 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
- 276991598 - -- _- __ -_ - -- -
Country
-USA - - -- — - - - -
Phone No.
919 = 707 - 6000 ext.-
FAX No.
-
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
N/A
Agent/ Contractor 1 First Name
MI
Last Name
Agent/ Contractor 2• First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No 1
-
- ext
one No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
. e °- -B, ;?fv I'll z _ ._a- R,,�6A$T ;'t' 01r4 fn k1 c.t

Form DCM MP -1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple),
Street Address
IrState Rd. #. -
Carteret
US 70
Subdivision Name
City
State
Zip
N/A
N /A, I I
NWL (normal water level)
-
Phone No
Lot No (s) (if many, attach additional page with list)
- - ext.
I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
North River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site
®Natural []Manmade ❑Unknown
North River
e. Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
[]Yes ®No
work falls within.
i Is the proposed project consistent with the applicable zoning?
N/A
4.
Site Description
a
Total length of shoreline on the tract (ft)
b. Size of entire tract (sq.ft.)
~2;725' - -- - - -- - - - -- - - - -
530,700 - -- -- -- -- -- -- - -- - - - - -- -
'c.
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N /A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6.8' ®NHW or ❑NWL
e.
Vegetation on tract
Herbacous with sparse shrubs
f
Man -made features and uses now on tract
Bridge, causeway, and road
g
Identify and describe the existing land uses adjacent to the proposed project site.
Residential and forest land
h.
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom? NCDOT (Reference CE)
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes [--]No
(ii) Are theme oasta!-wetlands on the site ?.. — ... -ZYes El No -• . - --
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o Describe existing drinking water supply source.
None
p Describe existing storm water management or treatment systems.
None
5. Activities and Impacts -
a Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
_ The purpose of the.project is.- replace the existing - bridge, to improve the level of service for the-traveling
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical highway and bridge construction vehicles and equipment will be used, Including, but not limited to, dump trucks,
cranes, graders, and bull dozers. Storage and staging areas will be located on uplands.
d. List all development activities you propose.
Replace /Lengthen bridge; Remove portion of existing road fill /causeway to improve bridge hydraulic conveyance and offset
surface water being filled in. Addition of fill due to widening facility.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 67 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state.
2 GI's are located on either side of the proposed bridge that discharge on high ground into grass swales constructed on
existing causeway.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes .❑No ❑NA
j. Is there any mitigation proposed? ®Yes ❑No ❑NA
If yes, attach a mitigation proposal
<Forin�continues on back>
lt1t. 4 2 01•

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package -to be compla-to. ltems•(a) are always applicab;c to any majcr deve,opment applicaticn. Plcase consult the application, - - -
instruction booklet on how to properly prepare the required items below.
a A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f 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.
Name See attached Phone No.
Address
Name Phone No.
Address
Name Phone No.
— Address — — - - -- - - -- - -- — - -- - — -
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates
N/A
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k A statement of compliance with the N.0 Environmental Policy Act (N.0 G.S. 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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.
Date Jam( Print N�� A'CA'� f�6,9 C' P ,
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information

Form ®C(Iifll MP-2
(�xcep4 tFor bric9ges and "culvea�s) .• _ .
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. Please include all supplemental information.
Describe below the purpose.of proposed excavation and /or fill activities. All values should be given in feet.
9, EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type-of material) -to be excavated_
-- - - - - --- - -- ----- - -- - -- ----- - - - - --
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
El CW El SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas,
d. High - ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area
C_ (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future mamtenance7
[]Yes ❑No ❑NA
(n) If yes, where?
f. (i) Does the disposal include any area in the water?
[--]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
J {J�. 1.4 2014
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline_
MAIL )
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
9, EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type-of material) -to be excavated_
-- - - - - --- - -- ----- - -- - -- ----- - - - - --
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
El CW El SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas,
d. High - ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area
C_ (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future mamtenance7
[]Yes ❑No ❑NA
(n) If yes, where?
f. (i) Does the disposal include any area in the water?
[--]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
J {J�. 1.4 2014

3. SHORELINE STABILIZATION
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization.
❑Bulkhead NRiprap ❑Breakwater /Sill ®Other: Sheet
bile
c. Average distance waterward of NHW or NWL- 5 ft.
e. Type of stabilization material-
Class II Rip Rap
g Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 689 SF
Breakwater /Sill Other
i. Source of fill material.
TBD
El This section not applicable
b. Length- 1880' '
i
Width:
d. Maximum distance waterward of NHW or NWL: 5.2 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information
h. Type of fill material
N/A
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization) _
a. (i) Will fill material be brought to the site? []Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ❑None
(ii) Describe the purpose of the fill in these areas-
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Use of Standard NCDOT Best Management Practices and Crane, bulldozer, dump truck, motor grader
erosion control measures.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date (� k C/v� , d (44,-, C- vK ,
1(p Applicant Name
Protect Name
Applicant Signature

Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
9, BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial ®Public/Government ❑Private /Community
c. Type of bridge (construction material):
Prestressed Concrete Girders
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge: 1,030'
(iii) Width of existing bridge. 28'
(iv) Navigation clearance underneath existing bridge 8_7
(v) Will all, or a part of, the existing bridge be removed?
_(Explain) The entire _existing _ bddge-will be removed.
g. Length of proposed bridge. 1,350'
b. Water body to be crossed by bridge:
North River
d. Water depth at the proposed crossing at NLW or NWL:
9.5'
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert-
(iii) Width of existing culvert-
(iv) Height of the top of the existing culvert above the NHW or
NWL'
(v) Will all, or a_ part of, the ex_ i_sting culvert be removed ?_
(Explain)
h. Width of proposed bridge: 36'
i. Will the proposed bridge affect existing water flow? ®Yes ❑No j
If yes, explain: Proposed bridge will have fewer bents in the
river as well as approximately 12,800 CY of causeway
removal.
k Navigation clearance underneath proposed bridge 8_7
Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ®Yes ❑No
If yes, explain: The existing structure provides a minimum
vertical clearance of approximately 7', which is greater than
the proposed minimum vertical clearance of 3 5'. However,
the proposed structure has a deeper superstructure depth
in order to increase the span lengths to 90', is longer than
the existing structure, and is being built on a crest vertical
curve. Therefore, the proposed maximum vertical
clearance of 87 is the same as the existing maximum
vertical clearance near proposed Bent 8. Additonally,
horizontal clearance will increase by approx. 322'.
I Have you contacted the U.S Coast Guard concerning their
approval? ®Yes ❑No
If yes, explain. An application for Preliminary Public Notice
for Navigational Purposes has been submitted.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: N /A; Bridge is only
waters? ❑Yes ®No over surface water
If yes, explain -
JUir 14 2014
u "ae:r.' =��z�✓a��• ^c �r�,� .s „salt. „a,;�n "�''��.'k? m. ig ?� =w�_ ": �wadiz�a;; �%:"3

F2- CULVERTS ®This section not applicable
a Number of culverts proposed: _
c. Type of culvert (construction material)-
b. Water body in which the culvert is to be placed:
< Form continues on back>
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes [--]No ❑Yes []No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge.
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert:
h Height of the top of the proposed culvert above the NHW or NWL
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? []Yes ❑No
If yes, explain:
If yes,
(u) Length of existing culvert(s)
(iii) Width of existing culvert(s).
(iv) Height of the top of the existing culvert above the NHW or
NWL -
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain-
3. EXCAVATION and FILL El This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 305'
(iii) Avg width of area to be excavated: 143'
(iv) Avg. depth of area to be excavated: 10'
(v) Amount of material to be excavated in cubic yards 12,800
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas,
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. . j

a n'!
C. (i) Will the placement of the proposed bridge or culvert require any
high - ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated 83' end bent)
(iii) Avg. width of area to be excavated: 116'
(iv) Avg. depth of area to be excavated. 6'
(v) Amount of material to be excavated in cubic yards: 1250
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: TBD by contractor If material is suitable, it may be used as part of the proposed roadway
fill.
(ii) Dimensions of the spoil disposal area: TBD
(iii) Do you claim title to the disposal area? ❑Yes ❑No (if no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes []No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
- - - -- - e. - - -- (i) -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 NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 359'
(iii) Avg width of area to be filled: 28'
(iv) Purpose of fill Proposed Roadway.
g. (i) 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 high - ground? []Yes ®No
If yes,
(ii) Avg. length of area to be filled
(iii) Avg. width of area to be filled.
(iv) Purpose of fill.
4. GENERAL
(i) Will the placement of -the proposed- bridge or culvert result in any- - -
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
®CW 1.117 ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of the excavation in these areas -
Fill is for proposed roadway North of existing roadway.
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ❑No detour structures? []Yes ®No
If yes, explain: Existing telephone lines will be relocated If yes, explain:
by directional bore on the north side. Overhead power
lines are not in confilict with the proposed b rid ge; §`
however, adjustments may become necessary p�or•-to
jUL 14 2018
Ji ,jA, F,'f0! CITY

g- �c <-i r. `.a
e;aa M P - d A: < a... i".i d . -->$: Pn, 4a k 4:
construction.
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM -MP -2. Use of Standard NCDOT Best Management Practices and
erosion control measures.
e. What type of construction equipment will be used (for example, f.` Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ❑Yes ®No
Typical highway construction vehicles and equipment. If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ❑No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
J'(' 10. Z�r
Date LJ(.� '
e' l �
Protect Name
Applicant Name _
Applicant Signature
�: AS."�..+ > ^°i- �,-r:°� a?� .> ••3^`, ..•�;�`�s»�,',`•g,�"� K. �»°#= 3i+ `1._.r�:3;�;bct`3':�ti?"r• ^.3�5 a��;'� " "t;:Yo`�,:?:t. �.. d:k d::= <�m., ': �. -•�.:. _ „_ �.'r

1 he' Cedar Point Mitigation Site is located in Carteret County ddjace'it to`both-NC 24 and the
White Oak River. The site was designed as an emergent marsh and a constructed channel within
the site promotes tidal exchange within the mitigation area. The Cedar Point site provides
mitigation to offset impacts from improvements to NC 24 as well as for future impacts in the
White Oak River basin. The Cedar Point Mitigation site was constructed in 2002 but had to be
replanted in May 2003 due to vegetation failure. After five years of monitoring and both the
vegetation and hydrologic monitoring meeting success criteria, the site was closed out in April
2008.
To offset unavoidable coastal marsh impacts associated with TIP B- 4722B, the Cedar Point
Mitigation Site will be debited .03 acres of Brackish Marsh restoration. This debit is reflected in
the debit ledger below.
. ea�a�.�
?.',�".�Ai,
aiC
a �
x yaQefit =Amount .
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Brackish 0.03 Close Out B -4722B Action IN will
Marsh be entered once
Restoration the permit is
received._.
JUL 14 2014

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