88-15 City of Wilmington

Permit Class Permit Number
NEW 88-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to City of Wilmington, c/o Amy Beatty, PO Box 1810, NC 28402
Authorizing development in New Hanover County at adi. to the AIWW, US Hwy 74/76 (Heide
Trask Drawbridge) Wilmington. as requested in the permittee's application dated 4/15/15, incl. attached workplan
drawings (1), D-1, C-1, C-2, CD-2, all dated 4/10/15; 1-8 of 8, all dated 4/8/15.
This permit, issued on September 3, 2015 , 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
be subject to tines, imprisonment or civil action; or may cause the permit to be null and void
Public Walkway
1. This permit authorizes only the structures and uses located in or over the water that are expressly and
specifically set forth in the permit application. No other structure, whether floating or stationary,
shall become a permanent part of this public walkway without permit modification. No non -water
dependent uses of structures shall be conducted on, in or over Public Trust waters without permit
modification.
2. Any portion of the permitted public walkway built over coastal wetlands shall not exceed eight feet in
width and shall be elevated a minimum of three feet over the wetland substrate as measured from the
bottom of the decking.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2018
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
,
Braxfon C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

M
City of Wilmington
Permit No. 88-15
Page 2 of 3
ADDITIONAL CONDITIONS
3) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
4) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the
U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum,
permanent reflectors shall be attached to the structure in order to make it more visible during hours of
darkness or inclement weather.
5) No attempt shall be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work.
6) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
7) No excavation or filling of any open water area or vegetated wetlands is authorized by this permit.
Upland Development
8) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
9) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
10) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion
of any phase of grading on cut or filled slopes.
General
11) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
12) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or
injury which may be caused from existing or future operations undertaken by the United States in the
public interest.

r
City'of Wilmington Permit No. 88-15
Page 3 of 3
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits;
approvals or authorizations that may be required, including but not limited to an Encroachment
Agreement from the NC Department of Transportation.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project by way of General Permit
197800056 (Action ID No. SAW-2015-01048), which Was issued on 6/12/15.
NOTE: The N.C. Division of Water Resources authorized this project by way of General Water Quality
Certification Number 3833 (DWQ Project No. 15-0503), which was issued on 7/1/15.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: An application processing fee of $400 was received by DCM for this project.

uM NP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary ApplicarW Landowner Information
Business Name
Project Name (if appll a le)
City Of Wilmington
TIP# U-5534B - Walkway Under Heide Trask Drawbridge
Applicant 1: First Name
MI
Last Name
Amy
Beatty
Applicant 2: First Name
MI
Last Name
n/a
n/a
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
n/a
PO Box 1810
Wilmington
NC
ZIP
Courdry
Phone No.
FAX No.
284021810
USA
910-341-4604 ext.
910-341-7802
Street Address (if different from above)
City
State
ZIP
305 Chestnut Street
Wilmington
NC
28401- 4019
Email
[e-mail]
2. Agent/Contractorintbrmation
Business Name
Kimley-Horn
Agent/ Contractor 1: First Name
MI
Last Name
Jason
Hartshorn
Agent/ Contractor 2: First Name
MI
Last Name
n/a
n/a
n/a
Mailing Address
PO Box
City
State
3001 Weston Parkwy
n/a
Cary
NC
ZIP
Phone No. 1
Phone No. 2
27513 2301
919 - 678 - 4155 exL n/a
n/a— — ext.
FAX No.
Contractor#
919 677 2050
n/a
Street Address (if different from above)
city
State
ZIP
n/a
N/A
n/a
n/a —
Email
[e-mail]
?E
"t_UCIVLU
<Form continues on back> DCM WILMINGTON, NC
APR 1 7 2015
HVED
MAY 14 2015
keMiw-IWt itt %' '
252.808-2808 .. 1.888.4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
US 74/76 (Wrightsville Avenue) at Aidie Road
n/a
Subdivision Name
Cfty
State
zip
n/a
Wilmington
NC
28403 -
Phone No.
Lot No.(s) (dmany, attach additional page with list)
n/a— - ext.
NCDOTRjght-of-Way, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Atlantic Intracoastal Waterway
c. Is the water body Identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
NNatural ❑Manmade ❑Unknown
Greenville Sound
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.
City of Wilmington
4. Site Description
a.
Total length of shoreline on the tract (fL)
b. Size of entire tract (sq.tL)
69.2'
9,888.2
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
nta, rda, n/a, n/a
NWL (normal water/even
(If many lot saes, please attach additional page with a list)
1.1' to 1.5' N NHW or ❑NWL
a.
Vegetation on tract
The project area is primarily maintained/disturbed land associated with the NCDOT right-of-way and the sandy shoreline
adjacent to the Atlantic Intracoastal Waterway (AIWW). Vegetation on the upland slopes leading to the shoreline consists of
pockets of small trees including hackberry and eastem red ceder with dense understories of greenbrier. Large expanses of
open area are present within the project area consisting of bare beach sand, but transition zones between the forested
communities and the low marsh areas are dominated by low shrub and herbaceous plant species including seacoast marsh
elder and pennywort. Below the normal high water (NHW) mark, the project area is primarily a tidal aquatic community over
a bare sandy substrate, but two coastal wetlands are present within the project area, consisting of dense colonies or smooth
cord grass and glasswort.
f.
Man-made features and uses now on tract
The project area is currently an NCDOT right-of-way associated with US 74/76 (Wrightsville Avenue) and the Heide Trask
Drawbridge structure.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent to the project is an active marina facility (to the southwest) and a private pier structure (to the northeast). The main
navigable channel of the AIWW is located southeast of the project area, crossing beneath the Heide Trask Drawbridge,
however the proposed project will cross beneath the existing bridge structure between the second span, and will be well
away from the navigable channel of the AIWW. North and west of the project corridor is primarily low -density residential
development and commercial establishments..
Jr.
How does local government zone the tract?
L Is the proposed project consistent with the applicable zoning?
C13- Community Business District
(Attach zoning compliance certificate, if applicable)
®Yes []NO ❑NA
J.
Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ❑No RL
k.
Hasa professional archaeological assessment been done for the tpRtpoy. NYes ❑No ❑NA MA I
C DCM WILMINGTON, N
If yes, by whom? The North Carolina Historic
Properties Office review the site
APR 1 7 2015 and confirmed in November 2013
-EIVED
14 70b
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
that there are no recorded
archaeological sites within the
project area and an archaeological
survey is not recommended
(Documentation attached).
I. Is the proposed project located In a National Registered Historic District or does it involve a ®Yas []No ❑NA
National Register listed or eligible property?
<Forin continues on next page>
m. () Are there wetlands on the site? ®Yes ❑No
(1) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either () or (i) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
No wastewater treatment facilities exist within the project area, and the proposed project will not generate any wastewater.
o. Describe existing drinking water supply source.
No drinking water supply sources exist within the project area, and the proposed project will not require any drinking water
supply source.
p. Describe existing stoml water management or treatment systems.
No stonnwater treatment facilities are present within the project area. Stormwater falling on the existing NCDOT bridge
structure is managed in accordance with the NCDOT stormwater management plan.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Publc/Govemment
❑PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will provide a safe and designated crossing for cyclists and pedestrian across US 74/76 (Wrightsville Avenue) on
the mainland side of the Heide Trask Drawbridge in Wilmington. It begins in the northeast quadrant of the Wrighstvills
Avenue/Ajrlie Road Intersection nearthe terminus of Phase IIIB of the Cross City Trail (currently in design), and ends in the
southeast quadrant of the same intersection. The walkway will provide bicycle and pedestrian access to numerous
recreational, cultural, and educational destinations In Wilmington, and will ensure safe access across US 74/76.
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.
The proposed walkway will be 8' wide to facillitate two-way pedestrian and/or bicycle traffic, constructed of composite drip -
through decking (Trex decking) with timber support pilings for areas outside of the existing NCDOT bridge structure. Under
the existing NCDOT bridge structure, the walkway will remain 8' wide, composed of composite drip -through decking (Trex
decking), but will be supported by helical micropiles to allow sufficient clearance between the NCDOT bridge supports and
the walkway supports. The proposed walkway will be constructed along the alignment of the boardwalk, meaning that no
equipment will be within the AIW W or any water of the US at anytime. Pilings will be installed from the structure as it is built
along the alignment. Equipment and material staging and construction access routes will be located in upland areas
throughout the corridor. Typical roadway and boardwalk construction equipment will be utilized, including cranes, track hoes,
back hoes, graders, dump trucks, bulldozers, and pavers.
d. List all development activities you propose.
The project will consist of a paved multi -use path for public utilization, extending towards the AIVWV (connecting to the Cross
City Trail, to be constructed by others), transitioning to an 8' wide elevated boardwalk with drip -through decking crossing
beneath the existing NCDOT bridge structure carrying US 74776 over the AIW W. On the north side of the existing NCDOT
bridge structure, the project will also construct a covered octagonal landing (309 square feet additional area beyond the 8'
wide walkway path, but of that area, only 182 square feet will be within the impervious�rna et( dde shade relief
and a rest area for members of the public using the walkway and the Cross City I
.. v,., .,.uvn,'4, v"' IYV
APR 1 7
L
MAY 14 20b
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net.w w,.0 lout'

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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?
0.18
❑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.
No discharges to waters of the state will result from the proposed project. The project consists of a paved asphalt walkway
and elevated boardwalk constructed with drip -through decking, and a single covered landing area. Stormwater will not be
concentrated or collected by the proposed project.
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
DNA
j. Is there any mitigation proposed?
❑Yes ®No
❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following hems below, N applicable, must be submitted in order for the application
package to be complete. Items (a) — (I) are always applicable to any major development application. Please 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 John 8 Eliza Blackwell, LLC Phone No.
Address 230 N Elm Street, Greensboro, NC 27401
Name Bailey and Associates, Inc Phone No.
Address PO Box 400, Jacksonville, NC 28540
Name Baker Family Holdings, LLC Phone No.
Address PO Box 163, Wrightsville, NC 28480
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permiltee, and issuing dates.
USACE GP56, Submitted Concurrently with this Application
NCDWR WQC 3883, Submitted Concurrently with Application
RECOV
h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary. MAY 14
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) Dr ht -"""
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.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.
G
015
*UX
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.neAPR 1 7 2015

Form DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
1 7. Cerdficadon and Permission to Enter on Land
I understand that any permit Issued In response to tnls application will allow only the aeveiopmem aescnoea in me apprrcanon.
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 agendas 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
ethh thee nformadon provided In this application is truthful to thhp best of my knowledge.
Date 771-J ZO/S Print Name J4t4v/_ 14A77ihXA✓
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
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
262.008-2808 :: 1-888-4RCOAST :: www.ncc oastal manage ment. net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. The pro'ect is entire)- 9 within NCID ri ht-of-way
The project will construct an B' wide asphalt multiuse path,
transitioning to an 8' wide elevated boardwalk. An
octagonal landing with cedar shingle roof will be
constructed partially within the impervious area setback
landward of NHW (182 square feet within the impervious
setback only, out of 309 square feet total).
c. Density (give the number of residential units and the units per
acre).
0. No dwellings will be built by the project.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins-
() If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No NNA
(!I) If yes, list the date submitted: n/a
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
15.9%
1. Give the percentage of the entire tract to be covered by Impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
orto be used for vehicular driveways or parking.
27.9%
j. Describe proposed method of sewage disposal.
No sewage will be generated by the proposed project. The
project seeks to construct a pedestrian multiuse
pathway.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No discharges will occur as a result of the proposed project.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.18 acres.
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, cedar shingles.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
() Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes NNo DNA
(ii) If yes, list the date submitted: A Section 401 WQC is being
submitted concurrently with this application.
IL Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No NNA
If yes, attach appropriate documentation.
RECEIVED
MAY 14 7015
in. Does the proposed project Include an innovative *r0IwI1W- -"'
design? RECEIVED
❑Yea ❑No NNA DCM WILMINGTON, NC
If yes, attach appropriate documentation.
APR 1 7 2015
252-808-28082 :: 1.888.411COAST :: www,nccoastalmanagement. net reWsed: 12126106

Form DCM MP-3 (Upland Development, Page 2 of 2)
Stormwater will be drip through the structure or
sheetflow off of the cover landing.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
n/a
o. When was the lot(s) platted and recorded?
The project Is located entirely within NCDOT right-of-way.
y1S1 vl S
n. (1) Will water be Impounded? OYes IgNo ONA
(in If yes, how many acres? n/a
p. If proposed development Is a subdivislon, will additional utilftles be
installed for this upland development?
[]Yes []No ®NA
T2'P 11 u S 5 3y g - 1,l,,lkL _„ (JUG 11ab& -rxas,
Project Name Jeso..i &1z-rSNd✓LA-J CAGGNr re e-xry oi=
Apprlq* Name 11
AI.Vcmt Signature
40' .. &Z 0GC-
wT[.•tsv47Gry )
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
252-808-2805 :: 1.886.4RCOAST :: vrvuw.nccoasta1mana0amontnot revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (1) Is the docking facility/marina:
❑Commercial ❑Public/Government ❑Private/Community
®This section not applicable
b. (1) Will the facility be open to the general public?
❑Yes []No
c. (1) Dock(s) and/or pier(s)
d. (I) Are Finger Piers included? ❑Yes ❑ No
(s) Number
If yes:
(ill) Length
(io Number
IN) Width
(ill) Length
(v) Floating ❑Yes []No
(iv) Width
(v)Floating []Yes []No
e. (1) Are Platforms included? []Yes ❑No
f. (i) Are Boatlifts included? ❑Yes []No
If yes:
If yes:
() Number
(i) Number
(ill) Length _
(ill) Length
(iv) Width _
(v) Width _
(v)Floating Dyes []No
Note: Roofed areas are calculated from dripline dimensions.
g. () Number of slips proposed
h. Check all the types of services to be provided.
-
❑ Full service, Including travel lift andlor rail, repair or
(I) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('wet slips') only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
I. Check the proposed type of siting: i. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other; please describe:
RECEIVED
MAY 14 2015
k. Typical boat length: I. (i) WIII the facility be open to the general public?
ncni_nn�P: 11.'.
❑Yes ❑No
m.(i)Will the facility have tie pilings? RECEIVED
❑Yes ❑N0 DCM WILMINGTON, NC
Ill) If yes number of tie pilings?
APR 1 7 2015
252-80e-2808:: 1-ass-4RCOAST :: www.nocoastalmanagement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b.
Describe treatment type and disposal location for all sanitary wastewater.
c.
Describe the disposal of solid waste, fish offal and trash.
d.
How will overboard discharge of sewage from boats be controlled?
e.
(q Give the location and number cf'No Sewage Discharge signs proposed.
(ii) Give the location and number of'Pumpout Available'signs proposed.
f.
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g.
Where will residue from vessel maintenance be disposed of?
h.
I.
Give the number of channel markers and "No Wake" signs proposed.
Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j.
What will be the marina policy on overnight and live -aboard dockage?
k.
Describe design measures that promote boat basin flushing?
R'tCtiVD`
I.
If this project Is an expansion of an existing marina, what types of services are currently provided?
MAY t d Inn
kw
""
m.
Is the marinaldocking facility proposed within a primary "secondary nursery area?
❑Yea ❑No
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
252-808-2808:: t-888.4RCOAST n www.necoastalmanartament.nat
revised: 12/27/06

Forth DCM MP-4 (structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o. Is the marinaldocking facility proposed within or adjacent to coastal wellands/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
p. Is the proposed merina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3, BOATHOUSE (including covered lifts) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
III) Number
(➢) Length
(Iv) Width
Note: Roofed areas are calculated from driplme dimensions.
4. GROIN (e.g., wood, shee0le, etc. If rock groin, use MR2, Excavation and FBI.) ®This section not applicable
a. (i) Number
(11) Length
Oil) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length _ b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NFIW, NWL or wetlands
16. MOORING PILINGS and BUOYS ®This section not appiicable
a. Is the slructure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of Ine srving
T GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
MAY 14 79b
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
252-808-2a08 :: 1.888-4RCOAST :: w naaoastalmanaaement.net revised: 12/27106

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity or structures) to adjacent riparian property lines b.
The walkway will be entirely within NCDOT right-of-way, but
will be 50' away from the northern property line and 20'
away from the southern property line.
Proximity of structure(s) to adjacent docking facilities.
Structure Is 60' northeast of a marina facility and 170'
southwest of a dock facility at the and of a pier.
Note: For buoy or mooring piling, use arc of swing Including length
of vessel.
C. Width of water body d. Water depth at waterward end of structure at NLW or NWL
400% navigational channel is narrower (100' at US 74/76 0
bridae over the AIW W).
e. () Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(t) If yes, explain what type and how they will be Implemented.
Na
8. OTHER ❑This section not applicable
a. Give complete description:
The project is entirely within NCDOT right-of-way associated with US 74176 and the Heide Trask Drawbridge approach span.
The area Is historically disturbed & large areas of the study area are regularly maintained. The project area extends over the
MHWM of the AIW W & includes the sandy fill slope of US 74176 down to the tidal area & aquatic community of the AIW W.
Land use in the vicinity Is primarily commerical or NCDOT right-of-way, with fragmented natural thickets between the AIW W
and US 7476. The project proposes to construct a public walkway underneath the Heide Trask Drawbridge approach span to
provide a designated crossing for cyclists and pedestrians across US 74/76 (Wrightsville Avenue) on the mainland side of the
drawbridge in Wilmington. The proposed walkway will be 8' wide to facilitate two-way pedestrian/bicycle traffic, constructed of
drip -through decking with timber support pilings. Under the existing NCDOT bridge structure, the walkway will remain 8' wide,
but will be supported by micropiles to allow sufficient clearance between the NCDOT bridge supports & the walkway supports.
The walkway begins In the northeast quadrant of the Wrightsville Avenue/Aldle Road Intersection near the terminus of Phase
IIIB of the Cross City Trail. It ends in the southeast quadrant, near the Bridge Tender Marina parking lot. The only impacts
proposed below the Normal High Water line of the AIW W will be from the placement of vertical support pilings. The volume of
the fill material placed will be 10.73 cubic feet (0.73 cubic yards), resulting from the placement of five 8" timber pilings driven
8' Into the substrate below the water. Sixteen 2-718" helical micropiles will be driven 8' Into the substrate below the water (only
when beneath the existing NCDOT bridge structure). These fill placements total 2.47 square feet of area. Of those pilings,
ONLY four of the 8" timber support pilings will be driven 8' into the coastal wetland, & ONLY one 2-7/8" helical mlcropiling will
be driven 8' Into the coastal wetland substrate. This fill totals 1.44 square feet of area (this area Is part of the 2.47 square feet
previously referenced). Fill material brought to the site will be limited to timber and micopile support pilings. No erosion control
will be necessary for the storage of these pilings, and no navigational aids will be required as a result of the project.
Construction equipment including backhoes/trackhoes (or other piling installation equipment) will be used to transport and
install the vertical support pilings, and no wetlands will be crossed in transporting equipment to the project site.
MA.Y 14 7815
Applicant Name
Date
1 �/ plicant Signature RECEIVED
?iP' U-S53N0 - jAl,�j Val Nape (/Je- A!9s.,..4" DCM WILMINGTON, NC
Project Name
APR 17 2015
252-809-2808 :: 1 088.412COAST u www.necoastatmanagementnet revised: 12/27106

DCM Coordinator: PO G ffi/ L C O.T�
Permit#:
AILING DISTRIBUTION SHEET
I NLSL ov I-fvR- V l cb .TA S4ini
DCM Field Offices
Elizabeth City
(with revised work plan drawings)
Morehead City
Washington
�i}mT[ig%n�
US ACOE Offices:
Washington:
Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington:
mb
Cultural Resources: Renee Gledhill -Early
Public Water Supply: Diane Williams{)
Joey White (WARD)
Marine Fisheries:
Shane Stap
�fe0�9 t3
NC DOT:
en P
Shellfish Sanitation:
�jdlA N Pt QN V"�n11L1
State Property:
tm W
Water Quality:
Karen Higgins (Raleigh)
John Hennessy (NC DOT)
Washington: Anthony Scarbraugh-401
Scott Vinson-Stormwater
Wilmington: Joanne Steenhuis-401
Linda Lewis - Stormwater
Wildlife Resources: Mai iu
Vacant (WIRO)
LPO: LI0Ott FA cJTm
Fax Distribution: Permitee
Agent #:,

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 8, 2015
City of Wilmington
c/o Amy Beatty
P.O. Box 1810 '
Wilmington, N.C. 28402
Dear Sir or Madam:
Donald R. van der Vaart
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the copy and return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and review
all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to
be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you, may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
.4incerely, ,
Douglas V. Huggett
Major Permits and Consistency Manager
N.C. Division of Coastal Management
Enclosure
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity /Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: City of Wilmington c/o Amy Beatty
PROJECT NAME: Walkway Under the Heide Trask Drawbridge (Cross City Trail)
2. LOCATION OF PROJECT SITE: Site is located under NC DOT Bridge No.12 (Heide Trask Drawbridge) on US HWY 74/76
adjacent to over AIWW in Wilmington, New Hanover County.
Photo Index -2006: 22.7424 I-L,10.11 2000: 22.2731-K, 10-11 1995: 22.255 V-11
State Plane Coordinates - X: 2359016 Y: 172501
Lat:34°13'05"N Long:77°48'45"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/11/2013 and 5/7/2015
Was Applicant Present - Yes (agent), No
5. PROCESSING PROCEDURE: Application Received - 4/17/2015 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Wilmington - New Hanover County
Land Classification From LUP - Residential, Conservation
(B) AEC(s) Involved: CW, PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing- Municipal Sewer
Planned- N/A
(F) Type of Structures: Existing- Bridge No. 12 US HWY 74/76(Heide Trask Drawbridge)
Planned- Elevated public walkway under bridge
FI
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal Wetland)
(B) Non -Vegetated Wetlands (Open Water)
di ft.
Shadin
(Shading)
(C) Other - Highground disturbance
1,030 sq. ft.
(D) Total Area Disturbed: 2,190 sq. ft. (0.05 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
PROJECT SUMMARY: The applicant proposes to construct an elevated public walkway under the Heide Trask Drawbridge.
.RECEIVED
MAY 14 2015
Proles .11" ul I Y

City of Wilmington
Page 2
9. PROJECT DESCRIPTION
The project site is located on the City of Wilmington side of the existing Heide Trask Drawbrige located over the Atlantic Intracoastal
Waterway (AIWW) to the Town of Wrightsville Beach, in New Hanover County. To get to the site from the Wilmington regional office
take US Hwy 74/76 towards Wrightsville Beach just before crossing the drawbridge to Wrightsville Beach. The project is located
entirely within the North Carolina Department of Transportation (NC DOT) right-of-way.
The existing bridge was constructed in 1957 and is approximately 731' in length by 69' in width. The bridge approaches have a
concrete deck supported with concrete T-Beams and concrete pilings and caps. The bascule leafs are opened and closed by a bridge
tender via electric controls located in the bridge tender house over the bascule piers on the southwest side of the channel. Several
utility lines parallel the south side of the bridge in a utility corridor located approximately 15' to 35' south of the existing bridge, which
include electric, telephone, cable TV and water lines. Sanitary sewer (Northeast Interceptor) and communications lines parallel the
north side of the bridge at approximately 50' to 100' north of the bridge. There is also an existing public sidewalk on the northern side of
US Hwy 74176.
The project site has approximately 69' of shoreline frontage along the AIWW. Coastal Wetlands on -site consist primarily of Smooth
Cordgrass (Spartina altemiflora) and Glasswort (Salicomia spp.) in an area ranging from approximately 20' to 50'in width. Upland
vegetation consists primarily with Wax Myrtles, Cedar Trees and native grasses.
The Wilmington -New Hanover County 2006 Land Use Plan classifies adjacent waters and high ground portion of the property as
Conservation. The waters of the project area are classified SIB by the Division of Water Resources. They are NOT designated as a
Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to construct an elevated public walkway under the Heide Trask Drawbridge. The proposed walkway, through
cooperation with the NC DOT, would begin on the northern side of US 74176, which would fie into the existing sidewalk. A new asphalt
sidewalk, measuring approximately 100' in length by 8' in width would extend in an easterly direction and would be constructed up to
the Coastal Shoreline 30'Buffer. At this point a new elevated timber/composite walkway would be constructed a distance of
approximately 260' in length by 8' in width from the north side of the bridge to the south side, of which approximately 70' of the walkway
would be located under the drawbridge running parallel to the shoreline. The elevated walkway would tie into a new asphalt walkway
on the southern side of the bridge, measuring approximately 80' in length by 8' in width, which would then lead to another sidewalk,
measuring approximately 1 10'in length by 8' in width running along the US Hwy 7476 and Airlie Road right-of-way. The applicant also
proposes to construct an octagonal covered platform, measuring approximately 18' in length by 17' in width, which would be located on
the northern side of the bridge and partially within the Coastal Shoreline 30' Buffer. The application states that the elevated structure
would be associated with the public City of Wilmington Cross City Trail and would meet the Americans with Disability Acts (ADA)
requirements. The application also states the structures would be entirely within the NCDOT right-of-way requirements (See attached
sheets and Project Narrative).
10. ANTICIPATED IMPACTS
The proposed structures would incorporate approximately 960 sq. ft. of Estuarine Waters and Pubic Trust Area and shade
approximately 200 sq. ft. of coastal wetlands. The proposed structures would impact approximately 1,030 sq. ft. of highground area
within the 75' Coastal Shoreline Area of Environmental Concern. The proposed structures would not encroach into the adjacent 15'
Riparian Corridor Setback Area requirement or the USACE 80 ft. setback from the federal channel requirement. Minor increases in
turbidity should be expected during construction.
RECEIVED
MAY 14 1015
Submitted by: Robb L Mairs Date: May 11, 2015 Office: Wilmington D.„, " W" y

Kimley>Morn
April 15, 2015
Project Narrative
CAMA Major Permit Application
TIP# U-5534B
Walkway Under Heide Trask Drawbridge
Wilmington, New Hanover County
RE: TIP# U-5534B — Walkway Under Heide Trask Drawbridge
CAMA Major Permit Application Project Narrative
Project Description
The City of Wilmington proposes to construct an 8' wide pedestrian walkway under the Heide Trask
Drawbridge in Wilmington, North Carolina. The Heide Trask Drawbridge carries US 74/76
(Wrightsville Avenue) over the Atlantic Intracoastal Waterway (AIWW) and connects the City of
Wilmington to the Town of Wrightsville Beach. The proposed walkway project will be constructed
entirely within the North Carolina Department of Transportation (NCDOT) right-of-way associated with
US 74/76, and the walkway will cross beneath the Heide Trask Drawbridge between the second and
third support bents (the second span of the bridge). The eastern end of the project area begins
waterward of the mean high water line (MHW) of the AIWW, including two small coastal marsh
wetlands, and extends landward of MHW to the sandy slopes leading up to the road elevation of US
74/76, ending at the existing sidewalk on either side of US 74/76.
Proposed Work
The proposed walkway beneath the Heide Trask Drawbridge will provide safe, dedicated pedestrian
connectivity across US 74/76 (Wrightsville Avenue) connecting to the Cross City Trail, a multi -use trail
providing bicycle and pedestrian access across Wilmington. Separating bicycle and pedestrian traffic
from this busy thoroughfare will provide significant public benefit due to increased safety for
pedestrians and decreased danger and delays for vehicular traffic in the area. The proposed walkway
will also provide additional public benefit through increased recreational opportunities and improved
waterfront access with minimal environmental impacts, and the proposed walkway will meet
Americans with Disability Acts (ADA) requirements.
The proposed walkway will begin on the north side of US 74/76, tying into the existing sidewalk and
consisting of an 8' wide asphalt path outside of the 75' Area of Environmental Concern (AEC) buffer.
The paved path will continue into the AEC buffer to the 30' impervious area setback where the path
will transition to an elevated 8'-wide boardwalk constructed of drip -through Trex composite decking
and 8° timber support piles. The elevated boardwalk is proposed at 8' wide instead of the 6' wide
maximum allowed by the INC Division of Coastal Management (NCDCM) rules since the 8' width is
necessary for safe public utility as 8' is the narrowest width that allows two-way pedestrian or bicycle
traffic. The 8' width will enhance the overall public utility of this project, and will ensure the project
provides safe travel for pedestrians. RECEIVED
Partially within the 30' impervious area setback, the City of Wilmington proposes to construct a MAY 14 7M
covered octagonal landing to provide a rest location for Cross City Trail pedestrians and cyclists, and �aw7wna brit
to provide a public viewing deck to facilitate the enjoyment of the coastal ecosyst?TLf E6h p
DCM WILMINGTON, NC

Kimley>>> Horn
Page 2
from the proposed walkway. The octagonal landing extend from the will have a uniform side length of
8', and will provide 309 square feet of covered, shaded rest area beyond the 8' wide boardwalk that
crosses through the landing, with only 182 square feet of covered landing being located within the
impervious area setback zone. The octagonal landing is proposed to be covered, using cedar
shingles, in the interest or providing a safe and shaded rest location along the Cross City Trail. The
shaded area will provide a safe area for pedestrians and cyclists to rest without impeding traffic on
the walkway leading to and from the Cross City Trail. The cedar shingle covering will not concentrate
stormwater and will allow rainfall to sheet flow off the roof and onto the elevated boardwalk or the
sandy uplands adjacent to the AIWW in the project area.
The proposed elevated boardwalk will continue towards and across the MHW line from the octagonal
landing, crossing over a coastal marsh (wetland W1) and continuing beneath the existing structure of
the Heide Trask Drawbridge approach span between the second and third support bents. The
boardwalk will be elevated sufficiently such that the bottom of the decking material will be a minimum
of 3' above the substrate supporting the coastal wetland. Due to spacing requirements in the vicinity
of the existing NCDOT bridge span supports, the elevated boardwalk will utilize micropiles for support
instead of timber pilings.
The boardwalk will continue to the southwest beneath the Heide Trask approach span, crossing
above another coastal wetland (wetiand W2). The boardwalk will again be elevated sufficiently that
the bottom of the decking material will remain a minimum of 3' above the substrate supporting the
coastal wetland. On the south side of the bridge, the proposed walkway will turn and slope upwards,
continuing landward from MHW out of the 30' impervious area setback zone. Once beyond the 30'
setback, the walkway will transition back to an 8' wide paved asphalt path, continuing up to US 74/76
and Aidie Road.
The project will be constructed entirely within existing NCDOT right-of-way, so calculating impervious
area resulting from the proposed project is a unique challenge, however, by applying a 20' width
along the proposed centerline of the walkway (the typical width of a multiuse path easement), the
total impervious surface area resulting from the proposed project is 27.9%. Overall, only a minor
amount of Impervious surface will be constructed by the proposed project, primarily resulting from the
asphalt spurs that tie in to existing sidewalk paths. The project will be subject to the requirements of
the North Carolina State Stormwater Permitting Program.
It is anticipated that this project will proceed with authorization from the US Army Corps of Engineers
(USAGE) General Permit No. 197800056 allowing maintenance, repair, construction, or installation of
piers, docks, and boathouses. The corresponding NCDWR Water Quality Certification No. 3883 will
also be required for the proposed project.
RFCE1vFD
Overall, the proposed project seeks to improve pedestrian safety and public utilization of this
historically disturbed area adjacent to the AIWW and US 74/76. The proposed boardwalk width of 8' MAY 14 7015
is necessary for safe public use, and is the minimum width that allows two-way traffic along the
multiuse path. Due to careful alignment selection, only minimal impacts will result to the two coastal
wetlands and jurisdictional waters of the US within the project area, solely as a result of the
placement of support pilings. RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

U-5534B Project Study Area (e
0 1,000 2,000
Feet
0— NdYYHanover County
Project Area
(inset map)
ity of Wilmington
Brunswick County
Atlantic Ocean
�NL G
roam r vmn rr�a
qt'e
Motts Channel
Legend
C3 Project Area New Hanover County
Wilmington Wrightsville Beach
Y ld
New Hanover County
RECEIVED Figure 1: Vicinity Map
DCM WILMINGTON, IWalkway Under Heidi Trask Drawbridge
APR 1 7 2015 NCDOT TIP U-5534B
City of Wilmington, NC
April 2015

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: City of Wilmington COUNTY: New Hanover
PROJECT NAME: Public Walkway under the Heide Trask Bridge
LOCATION OF PROJECT: under NC DOT Bridge No.12, on US Hwy 74176, over the AIWW, in Wilmington
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 4-17-15
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Mairs
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 5-14-15
ADJ. RIP. PROP NOTICES REC'D: i4AU)ee-SED
APPLICATION ASSIGNED O C
75 DAY DEADLINE: I
MAIL OUT DATE: 5-11-15
FEDERAL DUE DATE:
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WLEMINGTON
FEE REC'D:
END OF NOTICE DATE: 6-4-15
DEED ;r'n-
ON:1
150 DAY DEADLINE:
STATE DUE DATE: 6-4-15
FED COMMENTS REC D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
22/ / -
Division of Community Assistance
Land Quality Section (DEMLR)
- \C4,-\ S
Division of Water Resources (401)
Storm Water Management (DEMLR)
\ S
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
&, Z
Wildlife Resources Commission
1-15
Local Permit Office
4 I- 1 i
Division of Marine Fisheries / DCM
MAY 14 701i
Corps of Engineers
eo>
S-\G• ►3

RECOMMENDATIONS FOR— City of Wilmington May 11, 2015
It is the staff s recommendation that the walkways and associated platform along this on this area of the city is CONSISTENT with the
Rules of 15 NCAC 7H.0209 (g) Urban Waterfronts and the City of Wilmington/New Hanover County Joint 2006 CAMA Land Use Plan,
in accordance with the enacted law predicated by House Bill No. 1059: GS 113A-120(a)(1) and (a)(2). The additional width of the
proposed walkways would seem necessary to provide safe public access and is not expected to significantly degrade the coastal
marsh underneath.
This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are expressly and
specifically set forth in the permit application. No other structures, whether floating or stationary, may become a permanent
part of the structure without permit modification. No non -water dependent uses of structures may be conducted on, in, or over
public trust waters without permit modification.
2. The pier and associated structures shall have a minimum setback distance of 15' between any parts of the structure and the
adjacent property lines as extended perpendicular to the channel into the water at the points where they intersect the shoreline.
No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to
the authorized work.
4. The authorized structure and associated activity must not cause an unacceptable interference with navigation and shall not
exceed the established pier head line.
5. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard,
through regulations or otherwise, on authorized facilities.
6. In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended sediments in
adjacent waters.
This permit does not authorize the interference with any existing or proposed Federal project, and, the permittee will not be
entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future
operations undertaken by the United States in the public interest.
8. The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this
permit. The permittee is not relieved of this requirement if he abandons the project without having the permit transferred to a
third -party.
9. This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorization
which may be required.
10. All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
11. Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
12. A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
13. All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the Coastal and
Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as
required by the National Flood Insurance Program. If any provisions of the building code or a flood damage prevention
ordinance are inconsistent with any of the following AEC standards, the more restrictive provision shall control.
RECEIVED
Additional recommended permit conditions on next page MAY r d >'';

14. All unconsolidated material resulting from associated ground disturbance shall be retained on site by effective sedimentation
and erosion control measures. Disturbed areas shall be vegetatatively stabilized (planted and mulched) within 14 days of
construction completion. No dune disturbance is authorized under this permit.
NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of
the Division at 910-796-7215 prior to the commencement of any such activity for this determination.
RECEivED
MAY 14 7,115

MEMORANDUM
To: Doug Huggett
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, —City of
Wilmington, Wilmington, New Hanover County
Date: June 22, 2015
This project is consistent and not in conflict with the 2006 Wilmington -New Hanover
County Joint Land Use Plan Update.
The applicant proposes to construct an elevated walkway (Cross City Trail) under the
Heide Trask Drawbridge, near Wrightsville Beach in Wilmington, New Hanover County.
Areas of Environmental Concern (AFC's) impacted by the proposal are EW, ES, CW and
PT. Waters at the project site are classified as SB and are not open to the harvesting of
shellfish. The area is not a Primary Nursery Area.
I have reviewed this proposal for consistency with the 2006 Wilmington -New Hanover
County Joint Land Use Plan and offer the following comments.
The general area of the project is classified as Conservation.
In general, Wilmington -New Hanover County allows development in Conservation
classified AECs, which is consistent with the State's minimum use standards. The 2006
Wilmington -New Hanover County Joint Land Use Plan contains some policies, which
exceed the State's minimum use standards, including dredging policy. However, none of
these standards appear to be applicable to this proposal.
This project is consistent with the 2006 Wilmington -New Hanover County Joint Land
Use Plan.
Cc: File

Coats, Heather
From: Christenbury, Mike
Sent: Monday, August 31, 2015 8:34 AM
To: Coats, Heather
Subject: RE: City of Wilmington- Heide Trask bridge project
The referenced area and project meets the Urban Waterfront designation requirements. Let me know if you have any
questions. Thanks! -MikeC
From: Coats, Heather
Sent: Friday, August 28, 2015 2:33 PM
To: Christenbury, Mike
Subject: City of Wilmington- Heide Trask bridge project
Hi Mike,
You sent your comments on this, but didn't reference Urban Waterfront. They have a gazebo within 30' of high water
which would require the UW designation to be permittable. Robb said he had talked to you about this previously- can
you please just email me your determination that this project is within an area we would consider to qualify for the UW
designation?
Thanks!
Heather
Heather Coats
Assistant Major Permits Coordinator
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] Fax[phone]
[e-mail]
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
s E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Coats, Heather
From:
Christenbury, Mike
Sent:
Monday, August 31, 2015 8:34 AM
To:
Coats, Heather
Subject:
RE: City of Wilmington- Heide Trask bridge project
The referenced area and project meets the Urban Waterfront designation requirements. Let me know if you have any
questions. Thanks! -MikeC
From: Coats, Heather
Sent: Friday, August 28, 2015 2:33 PM
To: Christenbury, Mike
Subject: City of Wilmington- Heide Trask bridge project
Hi Mike,
You sent your comments on this, but didn't reference Urban Waterfront. They have a gazebo within 30' of high water
which would require the UW designation to be permittable. Robb said he had talked to you about this previously- can
you please just email me your determination that this project is within an area we would consider to qualify for the UW
designation?
Thanks!
Heather
Heather Coats
Assistant Major Permits Coordinator
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] Fax [phone]
[e-mail]
Please visit www.necoastalmananement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
*E-mail correspondence to and from this address maybe subject to the
North Carolina Public Records Law and may be disclosed to third parties.

4
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 1, 2015
City of Wilmington
Ms. Amy Beatty
P.O. Box 1810
Wilmington NC 28402
Donald R. van der Vaart
Secretary
DWQ Project # 15-0503
New Hanover County
Subject Property: TIP# U-5534B — Walkway Under Heide Trask Drawbridge
NO WRITTEN CONCURRENCE NEEDED
Dear Ms. Beatty,
You have our approval, in accordance with the attached conditions to construct an elevated public
walkway as described in your application received by the N.C. Division of Water Resources (DWR) on
May 14, 2015. After reviewing your application, we have decided that the impacts are below the
threshold for written authorization as long as all conditions of General Water Quality Certification
Number 3883 (GC3883) is met. This certification may also be viewed on our website at
http://portal.ncdenr.or web/wg/swp/ws/401 /certsandpermits. This Certification allows you to use the
Regional General #197800056 Permit when issued by the US Army Corps of Engineers.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is o
thereby responsible for complying with all conditions. If total fills for this project (now or in the �� 6e
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be ���` " O
required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below. J
Conditions of Certification:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
Certificate of Completion to the 401/Wetlands Unit, North Carolina Division of Water Resources,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
1617 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov
An Equal OppaWniry I Aifinnative Action Employer- Made in pen by recycled paper

2
Trask Bridge Walkway cr
New Hanover County
2015-0503
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in
Raleigh at 919-807-6301 or Chad Coburn in the DWR Wilmington Regional Office at 910-796-
7215.
Sincerely,
l
Chad Coburn
Senior Environmental Specialist
Wilmington Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Enclosures: GC3883
Certificate of Completion
cc: Jason Hartshorn — Kimley-Horn, 3001 Weston Parkway, Cary, NC 275153
Doug Huggett — DCM Morehead City
Robb Mairs — DCM WiRO
Tyler Crumbley — USACE Wilmington Field Office
401 & Buffer Permitting Unit — FILE COPY
WiRO

4
RUDIMR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
DWR Project No:
Applicant:
Project Name:
Donald R. van der Vaart
Secretary
401 Water Quality Certification Issued Date:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the DWR
401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, hereby state that, to the best of my abilities, due care and o
diligence was used in the observation of the construction such that the construction was observed to be �
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, tl> ° QN
approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such
that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature:
Date:
Division of Water Resources - 401 & Buffer Permitting Unit
1617 Mail Service Center, Ralegh, North Carolina 27699-1617 r
Location. 512 N Salisbury St, Ralegh, North Carolina 27604
Phone: 919M7-6300I FAX: 919A07-6492
Internet: www.nawaterqual4.org
M Ewan owftnity I AfimrUara Action Ewp yer-Mane in pat by=00 Papa

r`0
g0 40 \%
Olt,00sa

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 11, 2015
RECEIVED/NCDENR/DWR
MEMORANDUM:
MAY 12 Z015
TO:
Chad Coburn
VVater Quality Regional
401 Wetlands
Operations.Section
DWR - WiRO
Wilmington Regional office
FROM:
Jonathan Howell,
NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
cam"q! (W/--r DATE
02�oa/1s;
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nGcoastalmanagement.net
An Equal Oppommity 1 Affinnabve Ad ion Employer
RECEIVED
jUL 0 7 1015
uCll.f-um") 1;"

Pat McCrory
I
Governor
May 11, 2015
j
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
r1 ISR
North Carolina Department of Environment and Natural Resource
Donald R. van der Vaart
Secretary
RECEIVED
MAY 15 Z015
DCM-Fisheries
WARO
Shane Staples
Fisheries Resource Specialist
DCM - WaRO
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA Permit Application Review
City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74176, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and .
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE 13115-
N.C. Division of Coastal Management
127 Cardinal Drive Bd., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.ncooastalmanaQement.net
An Equal Opportunity Wrifmalive Action Employer

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
a LYTO
ATMMON OF: June 12, 2015
Regulatory Division
Action ID No. SAW-2015-01048, General Permit No. 197800056
City of Wilmington
Attn: Ms. Amy Beatty
102 North Third Street
Post Office Box 1810
Wilmington, North Carolina 28402
Dear Ms. Beatty:
Through coordination with the North Carolina Division of Coastal Management we have
learned of your request to Applicant proposes to construct an elevated public walkway under the
Heide Trask Drawbridge (74/76) (TIP# U-5534B) adjacent to the AIWW, in Wilmington, North
Carolina. Coordinates are: 34.218689-77.813346
On January 1, 2011, we renewed general permit No. 197800056, (copy enclosed), that
authorizes the maintenance, repair, construction and installation of piers, docks, boathouses and
boat shelters, mooring piles, dolphins, jetties and breakwater structures in navigable waters of the
United States in the State of North Carolina pursuant to Section 10 of the Rivers and Harbors Act
of 1899.
Your work is authorized provided it is accomplished in strict accordance with your
submitted plans, the enclosed general and special conditions. Please note that this office has
determined that the width of the proposed structure is greater than 6 ft., but that the 8 ft. width
proposed is necessary for safe use and to improve public access. Therefore the structure as
proposed is authorized under the plans submitted on 13 May, 2014.
Please read the enclosed permit to prevent an unintentional violation of Federal law. As
this Department of the Army regional general permit does not relieve you of the responsibility to
obtain any other required approvals, you should contact appropriate State and local agencies
before beginning work.
RECEIVED
JUN 17 20b
PL*- MQ L;Ily

-2-
Thank you for your time and cooperation. If you have questions, please contact Tyler
Crumbley, of the Wilmington Regulatory Field Office, telephone: [phone]
Sincerely,
ye[r - JL"/
Tey,,roject Manager
Wilmington Regulatory Field Office
Enclosure:
GP 56 conditions
Preliminary Jurisdictional Determination
Copies Furnished (with enclosure):
Mr. Jason Hartshorn
Kimley-Horn
3001 Weston Parkway
Cary, North Carolina 27513
Copies Furnished (without enclosure):
Mr. Robb Mairs
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Jonathan Howell
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
RECEIVED
JUN 17 10b
kX.;"-"hU cw

-3-
Ms. Karen Higgins
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RECEIVED
JUN 17 2015
"AO'kMk wjd .'

Pat McCrory
Governor
May 11, 2015
MEMORANDUM:
TO:
FROM
SUBJECT:
Applicant:
AGRA.
NCDENR
North Carolina Department of Environment and Natural Resource
Donald R. van der Vaart
Secretary
Shannon Jenkins
NC DMF
Shellfish Sanitation Section
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA Permit Application Review
City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project. L 14`5" ' l'cf
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.
%Or �j 1.4 N.� �
Je'AN45
SIGNED jr L DATE
C� Vto
N.C. Division of Coastal Management MAY 2 7 2015
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affinnalm Action Employer

Pat McCrory
Governor
May 11, 2015
MEMORANDUM:
TO
SUBJECT:
Applicant:
r
NCDENR
North Carolina Department of Environment and Natural Resource
Heidi Cox
Environmental Engineer
Public Water Supply
Donald R. van der Vaart
Secretary
ary�sro
MAY 12 2015
Wll7p pubkaWaeeSu�
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA Permit Application Review
City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED RIt( �l/1 �G�P DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanaoement.net
An Equal Opportunity 1 Affirmative Action Employer
RECEIVED
MAY 19 206
weir-mme Cnv

MEMORANDUM:
TO: Dan Sams
District Manager
DEMLR - WiRO
it and Natural Resource
Donald R. van der Vaart
Secretary
MAY' z 2ot15
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover Countv
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
4 This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED v DATE s/I
RECEIVED
N.C. Division of Coastal Management MAY ] 9 2015
127 Cardinal Drive Ext„ Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanaoement net yq�w-wrn sty
An Equal Opportunity 1 Affirmative Action Employer

RECEIVED MAY 2 9 2015
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 11, 2015
MEMORANDUM:
TO: Linda Painter
LPO
New Hanover Co.
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
RECEIVED
REPLY: This agency has no objection to the project as proposed. JUN 01 2015
/
This agency has no comment on the proposed project. "k?"-AN6J
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency obje s to the project for reasons described incthe
attached comments.
\_4SIGNED �l DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext, Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanaoement,net
An Equal Opportunity 1 Affirmative Action Employer

Pat McCrory
Governor
May 11, 2015
MEMORANDUM:
lIL
FROM
SUBJECT:
Applicant:
AA
NCDENR
North Carolina Department of Environment and Natural Resource
Donald R. van der Vaart
Secretary
kO
c 15•os•1S.ol m MAY 2015
RECEIVED
Maria Dunntot
NCWRC a PrQwun
WaRO / WiRO 2 _
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA Permit Application Review
City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: /—This agency has no objection to the project as proposed.
✓ This agency has no comment on the proposed project -
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED J . ) _ DATE S- 2,8-;,�)l5 .
RECEIVED
N.C. Division of Coastal Management JUN 01 105
127 Cardinal Drive Ext., Wilmington, NC 28405 Mbau
Phone: [phone] FAX: [phone]Internet: www.necoastalmanagement.net �°��
An Equal Opportunity 1 Affirmative Action Employer

Pat McCrory
Governor
May 11, 2015
MEMORANDUM:
TO:
fd3dTi
SUBJECT:
Applicant:
i - �� &
NCDENR
North Carolina Department of Environment and Natural Resource
NZ
CEFJVE
MAY 12 2015
Georgette Scott
Stormwater Section
DEMLR - WiRO
Donald R. van der Vaart
Secretary
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA Permit Application Review
City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy 74/76, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
Sa¢.VJ IF e,54^�f fv
REPLY: (/This agency has no objection to the project as proposed. /5G/(O CM:6 orb- 1
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
RECEIVED
SIGNED ' �� �� �' DATE _ J -_2 -7-" [S jug 0 i 20t5
N.C. Division of Coastal Management
127 Cardinal Drive Ext„ Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Acton Employer

;,
�; ����
.ti �`
���,:��

it and Natural Resource
Pat McCrory
Governor
May 11, 2015
MEMORANDUM:
TO: Renee Gledhill -Early
Dept of Cultural Resources {�—
Archives & History
Donald R. van der Vaart
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Permit Application Review l
Applicant: City of Wilmington (Trask Bridge Walkway)
Project Location: under the Heide Trask Drawbridge INC DOT Bridge No. 12), on US Hwy 74176, over
the AIWW, in Wilmington, New Hanover County
Proposed Project: Applicant proposes to construct an elevated public walkway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by June 4, 2015. If you
have any questions regarding the proposed project, contact. Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
:1 This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED ' DATE �'��•
KC Division of Coaslat.M3riac went
12TCard1tla1M! a Ek1.,.Witmingl m, NC 2At445
Ptme:9la7%E i-215 'rAX:910-395�l9oA In:emel www.nccowa!manaamnent.net
An Equi OponJr ,j'i A"rme_o k2w Ermb`a

Coats, Heather
From:
Hughes, Benjamin T
Sent:
Friday, August 28, 2015 2:17 PM
To:
Coats, Heather
Cc:
Law, Anthony W
Subject:
RE: City of Wilmington- Heide Trask
Heather,
Sorry for the delay in response —we have no comments related to your permit. They're also submitting an
encroachment agreement with this project to our office to encroach within the right of way under the bridge structure,
we will have an opportunity to provide comments related to project specifics at this time.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Office: [phone]
From: Coats, Heather
Sent: Friday, August 28, 2015 1:50 PM
To: Law, Anthony W; Hughes, Benjamin T
Subject: RE: City of Wilmington- Heide Trask
Hi gentlemen,
Just checking back in on the status of this and wanted to confirm you received my previous inquiry.
Thanks in advance for your comments!
Heather
Heather Coats
Assistant Major Permits Coordinator
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] Fax [phone]
[e-mail]
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
* E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Coats, Heather
Sent: Monday, August 24, 2015 12:19 PM
To: Law, Anthony W

Cc: Hughes, Benjamin T
Subject: City of Wilmington- Heide Trask
Good afternoon Anthony,
Doug Huggett asked me to check on DOT comments for the City of Wilmington Trask Bridge project. I see DOT issued a
Programmatic Categorical Exclusion (PCE100A)- TIP Project No. U-55348, Fed Project No. STPDA-0332(44) on 11/6/14,
but wanted to confirm you didn't have any other concerns or comments. I apologize if you've already sent them to us -
we've been transitioning staff for major permits and Doug was juggling every major permit for some time there. I'll be
handling projects for the southern region in the future. Hopefully we'll be back up to speed soon!
Thanks in advance for your input and please let me know if you have any questions or if I can be of any assistance.
Best regards,
Heather
Heather Coats
Assistant Major Permits Coordinator
INC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] Fax [phone]
[e-mail]
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
* E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third padies.

Coats, Heather
From: Hughes, Benjamin T
Sent: Friday, August 28, 2015 2:17 PM
To: Coats, Heather
Cc: Law, Anthony W
Subject: RE: City of Wilmington- Heide Trask
Heather,
Sorry for the delay in response —we have no comments related to your permit. They're also submitting an
encroachment agreement with this project to our office to encroach within the right of way under the bridge structure,
we will have an opportunity to provide comments related to project specifics at this time.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Office: [phone]
From: Coats, Heather
Sent: Friday, August 28, 2015 1:50 PM
To: Law, Anthony W; Hughes, Benjamin T
Subject: RE: City of Wilmington- Heide Trask
Hi gentlemen,
Just checking back in on the status of this and wanted to confirm you received my previous inquiry.
Thanks in advance for your comments!
Heather
Heather Coats
Assistant Major Permits Coordinator
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] Fax[phone]
[e-mail]
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
* E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Coats, Heather
Sent: Monday, August 24, 2015 12:19 PM
To: Law, Anthony W

Cc: Hughes, Benjamin T
Subject: City of Wilmington- Heide Trask
Good afternoon Anthony,
Doug Huggett asked me to check on DOT comments for the City of Wilmington Trask Bridge project. I see DOT issued a
Programmatic Categorical Exclusion (PCE100A)-TIP Project No. U-553413, Fed Project No. STPDA-0332(44) on 11/6/14,
but wanted to confirm you didn't have any other concerns or comments. I apologize if you've already sent them to us -
we've been transitioning staff for major permits and Doug was juggling every major permit for some time there. I'll be
handling projects for the southern region in the future. Hopefully we'll be back up to speed soon!
Thanks in advance for your input and please let me know if you have any questions or if I can be of any assistance.
Best regards,
Heather
Heather Coats
Assistant Major Permits Coordinator
INC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
,[phone] Fax [phone]
[e-mail]
Please visit www.nccoastaimanagement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
' E-mail correspondence to and from this address -may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

X
I if
�Leqendormal High Water Mark
('J Coastal Wetland
.� r.
Project Area
.,�. '� GGTTON
nnmri rAPuunA
Af,
Figure 3: Jurisdictional Features Map
Walk%W yoer Heidi Trask Drawbridge
NCDOT TIP U-5534B
MAY 14 rs City of Wilmington, NC
April2015

Heidi Trask Bridge Walkway Soil Legend
MapUnit
Soil Unit Name
Hydric
Be
Ba meade fine sand
Inclusions
TM
Tidal Marsh
Yes
130
1
�d
1
�
t
TM
1 r
• i f•
r�
`r. .y
La
Ur
TM
0
Ur
Legend
(� Project Area o aoo 800
Feet
N -" 50MTFigure 4: NRCS Soil Survey Map
NT ] TON (New Hanover County, 1977)
4uu,«N.� WalkvA� hider Heidi Trask Drawbridge
MAY 14 2015 NCDOT TIP U-5534B
City of Wilmington, NC
April2015

I

Kimley>Morn
April 15, 2015
Mr. Robb Mairs
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
RE: CAMA Major Development Permit Application Package
TIP# U-5534B — Walkway Under Heide Trask Drawbridge
Mr. Mairs:
On behalf of the City of Wilmington, Kmley-Hom is submitting this CAMA Major Development Permit
Application package for the above referenced project.
To assist in your review, please find attached the following items:
• Agent Authorization
• Project Narrative
• Vicinity Map
• USGS Topographic Map
• Aerial Photograph and Jurisdictional Features Map
• NRCS Soil Survey Map
• CAMA Major Development Permit Application Sheets MP-1, MP-2, MP-3, and MP-4
• Adjacent Riparian Property Owner Notification Documentation
• Programmatic Categorical Exclusion Approval
• NC State Historic Properties Office Correspondence
• Full Size Plan Sheets
Please review the attached documentation, and if there is any additional information that you need to
assist in the processing of the request, do not hesitate to contact me at 919-678-4155 or
[e-mail].
Sincerely,
Jason Hartshorn
Environmental Analyst
Cc: Amy Beatty, City of Wilmington
Jeff Moore, Kimley-Hom
RECEIVED
DCM WILMINGTON, NC
RECEIVED APR 17 2015
MAY 14 2015

AGENT AUTHORIZATION FORM
Name: li(T1/ 01= WI11'Y11✓LGj+017
Address: Po 15e)X I N O 1�1 I ✓Vl I ✓1 �� LJVt � 1� Z`by D Z - � `� I O
Phone: M 10 • sy - Llwq
Project Name/Description: TIP# U-5534B — Walkway Under Heide Trask Drawbridee
Date: 1 • -7 - I
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Brad Shaver
Field Office: Wihnineton Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Wilmington hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, Section 10 Permits, and
Coastal Area Management Act Permits, and to furnish upon request supplemental information in support
of applications, etc. from this day forward until successful completion of the permitting process or
revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the 10 � day of J Qom, a-01 S .
AMXI E7a-H, j
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
0�
Pro O er's Signature
RECEIVED
MAY 14 2015
DCM 011,-UY.
RECEIVED
DCM WILMINGTON, NC
APR 17 2015

�r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 11, 2015
Ms. Amy Beatty
c/o City of Wilmington
P.O. Box 1810
Wilmington, North Carolina 28402
Dear Ms. Beatty:
The Division of Coastal Management hereby acknowledges receipt of your application for the proposed development
located within the NC DOT right-of-way (US Hwy 74/76) adjacent to the Heide Trask Drawbridge, adjacent to Greenville
Sound/AIWW, in Wilmington, New Hanover County. It was received as complete on April 17, 2015, and appears to be
adequate for processing at this time. The projected deadline for making a decision is July 2, 2015. An additional 75-day
review period is provided by law when such time is necessary to complete the review. If you have not been notified of a
final action by the initial deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided
on or about the 75th day.
If this agency does not render a permit decision within 70 days from April 17, 2015, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will
be held within five working days from the receipt of your written request and shall include the property owner, developer,
and project designer/consultant.
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 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.
A field report has been prepared and is in the process of being circulated to the various state and federal review agencies
for their comments. If additional information is required based on this review, the agencies may contact you directly.
Pobb
ly/. Mairs
Field Representative
Wilmington District Office RECEIVED
N.C. Division of Coastal Management
cc: Jonathan Howell, DCM MAY 14 2015
Tyler Crumbley, USACE xu„
Linda Painter, NH Co.
Jason Hartshorn, Agent
Stoney Mathis, NCDOT
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, INC 28405
Phone: [phone] FAX: [phone] Internet: www.ncooastaimanagement.net
An Equal Oppodunk k Afinnahe Action EnnpWyer

L;;Aklv
APP
Vq t ro
'd/79Z 41

ADJACENT RIPARIAN
PROPERTY OWNER
DOCUMENTATION
2ECEVED
MAY 14 7015
uo1wuNnu b114
RECEIVED
DCM WILMINGTON, NC
APR 17 2015

r
Legend
�+-- Normal High Water Mark
Coastal Wetland
New Hanover County Parcels
Project Area
«R.N
.TON
.oniti<nuo�w,
John & Eliza Blackwell, LLC
230 N Elm Street
Suite 2000
Greensboro, NC 27401
PIN: 3157-83-6189
100 200
Figure 1: Adjacent Riparian Property Owners Map
HECEI\Valkway Under Heidi Trask Drawbridge
DCM WILMINGT,- NCDOT TIP U-5534B
City of Wilmington, NC
APR 17 2015 MAY 14 20b April 2015
p ..1,['.ICY

Kimley>>)Horn
Certified Mail — Return Receipt Requested
April 15, 2015
Baker Family Holdings, LLC
PO Box 163
Wrightsville Beach, NC 28480
RE: TIP# U-5534B — Walkway Under the Holds Trask Drawbridge, Wilmington, North Carolina
CAMA Major Permit Adjacent Riparian Owner Authorization
To Whom It May Concern:
This letter is to notify you that Kimley-Horn, on behalf of the City of Wilmington, is applying for a
CAMA Major permit to construct a public 8' wide pedestrian walkway beneath the Heide Trask
Drawbridge on the mainland side of the US 74/76 (Wrightsville Avenue) crossing of the Atlantic
Intracoastal Waterway in New Hanover County, North Carolina. The proposed walkway will provide a
safe and designated pedestrian and bicycle crossing beneath US 74176. The walkway will begin in
the northeast quadrant of the Wrightsville Avenue/Aldie Road intersection near the terminus of Phase
IIIB of the Gary Shell Cross City Trail. The proposed walkway will end in the southeast quadrant of
the same intersection, approximately 450 linear feet from the ebsting Bridge Tender Marina parking
lot. The project is listed as U5534B in the current 2012-2018 NCDOT State Transportation
Improvement Program (STIP) and construction is anticipated to begin this year.
The City of Wilmington is required to notify you of this development as the adjacent riparian property
owner to the aforementioned project. This letter further provides you the opportunity to comment on
the project to the North Carolina Division of Coastal Management (NCDCM). Should you have any
questions or comments on the proposed project, feel free to contact me at 919-678-4155, by mail at
3001 Weston Parkway, Cary, NC 27513, or by email at [e-mail],
If you would like to file written comments with NCDCM, please send your written comments to the NC
Division of Coastal Management, ATTN: Robb Mairs, at 127 Cardinal Drive EA Wilmington, NC
28405-3845. Any comments received will be considered by NCDCM in reaching a final permit
decision for this project. No comments within 30 days of the receipt of this letter will be considered as
no objection.
zawL�
Sincerely,
/J MAY 4 20i5
Jason Hartshorn
Attachments
RECEIVED
DCM WILMINGTON, NC
APR 17 2015

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to NC Qep81tlnent of Transpoltahon 's
property located at the Intersection Ot U$ 74/76 (WnOtSVllle Ave) an0 AlMe Koa0
(Address, Lot, Block, Road, etc.)
on the Atlantic Intracoastal Waterway , in New Hanover County N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
See attached figures, application forms, and plan sheets.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must Initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
on behalf of the City of Wilmington
City/statemip
919-678-4155 or )ason.Hartshorn@Mmlev Hom.com
Teleghh r Number/email address
(Adjacent Properly Owner Information)
Signature * MAY 14 1015
Print or Type Name
Mailing Address
City/statelzip
Telephone Number/email address
RECEIVED
Date* DCM WILMINGTON, NC
*Valid for one calendar year after signature"
(Revised*9 10PRO15

Kimley>Morn
Certified Mail — Return Receipt Requested
April 15, 2015
Bailey and Associates, Inc.
PO Box 400
Jacksonville, NC 28540
RE: TIP# LI-55348 — Walkway Under the Heide Trask Drawbridge, Wilmington, North Carolina
LAMA Major Permit Adjacent Riparian Owner Authorization
To Whom It May Concam
This letter is to notify you that Ifimley-Horn, on behalf of the City of Wilmington, is applying for a
CAMA Major permit to construct a public 8' wide pedestrian walkway beneath the Heide Trask
Drawbridge on the mainland side of the US 74/76 (Wrightsville Avenue) crossing of the Atlantic
Intracoastal Waterway in New Hanover County, North Carolina. The proposed walkway will provide a
safe and designated pedestrian and bicycle crossing beneath US 74/76. The walkway will begin in
the northeast quadrant of the Wrightsville Avenue/Aidle Road intersection near the terminus of Phase
IIIB of the Gary Shell Cross City Trail. The proposed walkway will end in the southeast quadrant of
the same intersection, approximately 450 linear feet from the existing Bridge Tender Marina parking
lot The project is listed as U-5534B in the current 2012-2018 NCDOT State Transportation
Improvement Program (STIP) and construction is anticipated to begin this year.
The City of Wilmington is required to notify you of this development as the adjacent riparian property
owner to the aforementioned project. This letter further provides you the opportunity to comment on
the project to the North Carolina Division of Coastal Management (NCDCM). Should you have any
questions or comments on the proposed project, feel free to contact me at 919-678-4155, by mail at
3001 Weston Parkway, Cary, NC 27513, or by email at [e-mail].
If you would like to file written comments with NCDCM, please send your written comments to the NC
Division of Coastal Management, ATTN: Robb Mairs, at 127 Cardinal Drive Ext, Wilmington, NC
28405-3845. Any comments received will be considered by NCDCM in reaching a final permit
decision for this project. No comments within 30 days of the receipt of this letter will be considered as
no objection.
Since
RECEiVED
Jason Hartshorn MAY 14 2015
Attachments
kimley-hoincom

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to NC Depaltment of Transpoitdtlon 's
(Name of Property Owner)
property located at the intersection of US 74176 (Wrightsville Avel and Airlie Road
(Address, Lot, Block, Road, etc.)
on the Atlantic Intracoastal Waterway , in New Hanover County N.C.
(Waterbody) (CitylTown and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
See attached figures, application forms, and plan sheets.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Pro erty 0 er Information)
7
gnature
Klmley-Horn, on behalf of the City of Wilmington
Print or Type Name
3001 Weston Parkway
Mailing Address
Cary, NC 27513
CitylState/Zip
919-678-4155 or Jason. Hartshorn @I(imley Horn.com
Tat ISo Number/email address
�aIS
Dae
(Adjacent Property Owner Information)
Signature *
Print or Type Name
Mailing Address
City/Statelzip
Telephone Number/email address
RECEIVED
RECEIVED
MAY 14 2015
Or, r"ryA ire �.14y.
*Valid for one calendar year after signature*
DCM WILMIN(PFOYNedAug• 2014)
APR 17 2015

Kimley>Morn
Certified Mall — Return Receipt Requested
April 15, 2015
John and Eliza Blackwell, U-C
230 N Elm Street
Suite 2000
Greensboro, NC 27401
RE: TIP# U-5534B — Walkway Under the Heide Trask Drawbridge, Wilmington, North Carolina
CAMA Major Permit Adjacent Riparian Owner Authorization
To Whom It May Concern:
This letter is to notify you that Kmley-Horn, on behalf of the City of Wilmington, is applying for a
CAMA Major permit to construct a public 8' wide pedestrian walkway beneath the Heide Trask
Drawbridge on the mainland side of the US 74/76 (Wrightsville Avenue) crossing of the Atlantic
Intracoastal Waterway in New Hanover County, North Carolina. The proposed walkway will provide a
safe and designated pedestrian and bicycle crossing beneath US 74/76. The walkway will begin in
the northeast quadrant of the Wrightsville Avenue/Artie Road intersection near the terminus of Phase
IIIB of the Gary Shell Cross City Trail. The proposed walkway will end in the southeast quadrant of
the same intersection, approximately 450 linear feet from the existing Bridge Tender Marina parking
lot. The project is listed as U-6634B in the current 2012-2018 NCDOT State Transportation
Improvement Program (STIP) and construction is anticipated to begin this year.
The City of Wilmington is required to notify you of this development as the adjacent riparian property
owner to the aforementioned project. This letter further provides you the opportunity to comment on
the project to the North Carolina Division of Coastal Management (NCDCM). Should you have any
questions or comments on the proposed project, feel free to contact me at 919-678-4155, by mail at
3001 Weston Parkway, Cary, NC 27513, or by email at Jason. [e-mail].
If you would like to file written comments with NCDCM, please send your written comments to the INC
Division of Coastal Management, ATTN: Robb Mairs, at 127 Cardinal Drive Ext, Wilmington, NC
28405-3845. Any comments received will be considered by NCDCM in reaching a final permit
decision for this project. No comments within 30 days of the receipt of this letter will be considered as
no objection.
Since ly, zECEivFD
� MAY 14 2015
DC�s.nnHri r.,l..
ason Hnartsh�orn
Attachments
i-itCEIVED
DCM WILMINGTON, NC
APR 17 2015

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to NC Dep ftment of TCdnspolt itlon 's
property located at
(Address, Lot, Block, Road, etc.)
on the Atlantic Intracoastal Waterway in New Hanover County N.c.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
See attached figures, application forms, and plan sheets.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owne In ormation)
nature
Kimley-Horn, on behalf of the City of Wilmington
Print or Type Name
3001 Weston Parkway
Matlingg Address
Cary, NC 27513
city/state/Zip
919-678-4155 or Jason.Hartshorn@Kimley Horn.com
Tale pi on Number/email address
.11 5 .
Dad
"Valid for one calendar year after signature"
(Adjacent Property Owner Information)
Signature *
Print or Type Name
Mailing Address
City/state2ip
Telephone Number/email address
Date*
RECEIVEI.)
DCM WILMING"W14(Aug. 2014)
APR 1 7 2015

�op WATrq G
o t
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification CN Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Secton 404 Permit ®Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number. or General Permit (GP) number. 197800056
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification— Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or it
fee program.
ElYes
®No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes
❑ No
2.
Project Information
2a.
Name of project:
TIP U-5534B (Walkway Under Heide Trask Drawbridge)
2b.
County:
New Hanover
2c.
Nearest municipality/town:
Wilmington
2d.
Subdivision name:
WA
2e.
NCDOT only, T.I.P. or state
project no:
TIP U-5534B
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Wilmington
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Amy Beatty
3d.
Street address:
102 North Third Street, P.O. Box 1810
3e.
City, state, zip:
Wilmington, NC 28402-1810
3f.
Telephone no.:
910-341-7800
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
RECEIVED
DCM WILMINGTON, NPCCVCD
APR 17 2015 MAY 14 1015
Page 1 of 12 o..."� �".
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
® Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent(Consultant Information (If applicable)
5a.
Name:
Jason Hartshorn
5b.
Business name
(if applicable):
Kimley-Horn
5o.
Street address:
3001 Weston Parkway
5d.
City, state, zip:
Cary, NC 27513
5e.
Telephone no.:
919-67844155
5f.
Fax no.:
919-677-2050
5g.
Email address:
[e-mail]
RECEIVED
MAY 14 2015
Ey-'p" 'j, puy.
RECEIVED
DCM WILMINGTON, NC
APR 17 2015
Page 2 of 12
PCN Form —Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
la.
Property identification no. (tax PIN or parcel ID):
WA (linear transportation project constructed within
existing NCDOT right-of-way)
1 b.
Site coordinates (in decimal degrees):
Latitude: 34.218685 Longitude: - 77.813325
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
0.23 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Atlantic Intracoastal Waterway (AMNV)
proposed project:
2b.
Water Quality Classification of nearest receiving water.
SA, HQW
2c.
River basin:
Cape Fear
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area consists entirety of NCDOT right-of-way associated with US 74/76 and the Heide Trask Drawbridge
approach span. The area is historically disturbed and large areas of the study area are regularly maintained. The project
area also extends out over the MHWM of the AM and includes the sandy fill slope of US 74/76 down to the tidal area
and aquatic community of the AIW W. Land use in the vicinity is primarily commerical or NCDOT right-of-way, with
fragmented natural thickets between the AIW W and US 74/76.
3b.
List the total estimated acreage of all existing wetlands on the property:
0.01 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d,
Explain the purpose of the proposed project:
The purpose of the proposed project is to provide a safe crossing for cyclists and pedestrians across US 74176
(Wrightsville Avenue). The walkway is part of the Gary Shell Cross -City Trail, which is a key piece of the City of
Wilmington's Trails and Greenways System. Its construction will help address a need for alternative transportation in the
City that is safer and more convenient for citizens.
3e.
Describe the overall project in detail, including the type of equipment to be used:
Phase IIIB consists of a public walkway underneath the Heide Trask Drawbridge to provide a designated crossing for
cyclists and pedestrians across US 74/76 (Wrightsville Avenue) on the mainland side of the drawbridge In Wilmington.
The proposed walkway will be 8' wide to facillitate two-way pedestrian and/or bicycle traffic, constructed of drip -through
decking with timber support pilings. Under the existing NCDOT bridge structure, the walkway will remain 8' wide, but will
be supported by micropiles to allow sufficient clearance between the NCDOT bridge supports and the walkway supports.
The walkway begins in the northeast quadrant of the Wrightsville Avenue/Airlie Road intersection near the terminus of
Phase IIIB of the Cross City Trail. It ends in the southeast quadrant of the same intersection, near the Bridge Tender
Marina parking lot. Typical roadway and boardwalk construction equipment will be utilized, including cranes, track hoes,
back hoes, graders, dump trucks, bulldozers, and pavers.
2C VED
MAY 14 7015
RECEIVED
DCM WILMINGTON, NC
APR 17 2015
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
Comments: A jurisdictional determination has been submitted
with this permit application.
4b. If the Corps made thejudsdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated thejurisdictional areas?
Agency/Consultant Company: n/a
Name (if known): r/a
Other. n/a
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
n/a
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to 'help file" instructions.
n/a
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The project is Phase IIIB of a larger greenway project in the City of Wilmington (Gary Shell Cross City Trail). There will
likely be future sections of greenway constructed in the City to increase the connectivity of previous greenway paths
throughout the city and to community features, however this project will be completed as one single and complete project
with independent utility by providing safe crossing under US 74/76 (Wrightsville Avenue).
RECEIVED
MAY 14 2015
DCM-MHI� r"S..
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
Page 4 of 12
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tnbutaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number—
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non-404, other)
(acres)
Temporary
W1 ®P ❑ T
Fill (Support
Estuarine
❑ Yes
® Corps
0.000033
Piling)
® No
❑ DWQ
(1.44 sq. ft)
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.000033
2h. Comments: Very minor impacts to a coastal wetland will result from the proposed construction due to the installation of 4
8" diameter timber support pilings and 1 2-7/8" diameter micropile support. The boardwalk will be elevated sufficiently such
that the bottom of the decking material will be a minimum of T above the substrate supporting the wetland.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number-
(PER)or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary m
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P El T
El PER
[I Corps
RE
EKED
❑ INT
❑ DWQ
S5 ❑ P El T
El
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
0
3i. Comments: No stream impacts will result from the boardwalk construction.
"t=UEIVED
DCM WILMINGTON, NC
Page 5 of 12
PCN Form — Version 1.3 December 1 A a@0q V1hrP"5

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ®P ❑ T
Atlantic Intracoastal
Fill (Support Piling Installation)
Tidal Canal
0.000024 acres
Waterway
(1.03 sq. ft.)
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
0.000024
4g. Comments: Very minor impacts will result to the Atlantic Intracoastal Waterway due to the installation of 1 8" timber
support piling and 15 2-7/8" micropile support pilings.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
I Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments: No ponds or lakes will be constructed as part of the proposed project.
5h. Is a dam high hazard permit required?
❑ Yes ®No If yes, permit ID no:
5i. Effected pond surface area (acres):
N/A
51. Size of pond watershed (acres):
N/A
5k. Method of construction:
N/A
RECEIVED
MAY 14 2015
DCV-MH6 ��"y
RECEIVED
DCM WILMINGTON, NC
APR 17 2015
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Be.
❑ Neuse ❑Tac-Pamlico El Other.
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Tem o
impact
required?
B1 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
83 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
n/a
n/a
6i. Comments: No protected riparian buffers will be impacted by the proposed project.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts have been minimized to the greatest extent practical. The boardwalk alignment was located landward of the MHWM
wherever possible, however due to height clearances dictated by NCDOT and the ADA, the alignment was forced to As
current location. The proposed walkway was also kept entirely within NCDOT right-of-way to minimize disturbance where
feasible and minimize new impacts to coastal wetlands and waters of the US. The boardwalk was also elevated as much as
possible while still meeting NCDOT and ADA requirements, and will be constructed such that the bottom of the decking will be
a minimum of S above the substrate supporting the wetland.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed walkway will be constructed along the alignment of the boardwalk, meaning that no equipment will be within the
Al or any water of the US at any time. Pilings will be installed from the structure as R is built along the alignment.
Micropilings were also used wherever practical to further minimize impacts to jurisdictional areas. Where feasible, staging and
construction access routes will be located in upland areas throughout the corridor. Tree protection fencing, silt fencing, and
other standard Best Management Practices (BMPs) and measures will be used throughout the construction process to
minimize impacts to receiving waters and to minimize runoff from the construction site.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank RECEVED
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Pennittee Responsible Mitigation MAY 14 2015
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type WA
Quantity WA RECEIVED
DCM WILMINGTON, NC
APR 17 2015
Page 7 of12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments: WA
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
WA linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool El cold
4d. Buffer mitigation requested (DWQ only):
WA square feet
4e. Riparian wetland mitigation requested:
WA acres
4f. Non -riparian wetland mitigation requested:
WA acres
4g. Coastal (tidal) wetland mitigation requested:
WA acres
4h. Comments: N/A
S. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a pennittee responsible mitigation plan, provide a description of the proposed mitigation plan.
WA
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ
6a. WIII the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ®No
6b. if yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
0
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
pennittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
n/a
6h. Comments: n/a
RECEIVED
MAY 14 2015
RECEIVED
DCM WILMINGTON, NC
A
Page 8 of 12 PR 1 7 2015
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes E No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes E No
Comments: n/a
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
27.8 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes E No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project disturbs less than an acre of
land.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
n/a
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
E DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
El USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes E No
attached?
4. DWQ Stonnwater Program Review
E Coastal counties
E HQW
4a. Which of the following state -implemented sormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
RECEiv
❑ Yes E No
attached?
MAY
5. DWQ 401 Unit Stormwater Review
Sa. Does the Stormwater Management Plan meet the appropriate requirements?
-AAW1
E Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
E Yes ❑ No
176
�Ji v
RECEIVED
DCM WILMINGTON, NC
Page 9 of 12 APR 17 2015
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federallstate/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
® Yes ❑ No
Comments: A Programmatic Categorical Exclusion has been approved for the
proposed project and final approval is attached
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (1 SA NCAC 2H .0500), Isolated
Wetland Rules (1 SA NCAC 2H .1300). DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes M No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project will not result in additional development. The sidewalk and boardwalk facilities proposed will serve
existing communities and conned existing public locations.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated from the proposed project.
R`CDVLD
MAY 14 2015
LCP'00• tK;Iiy
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
Page 10 of 12
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
According to the NC Natural Heritage Program Element Occurrence Database (updated October 2014), there are two
endangered species (West Indian manatee, Atlantic sturgeon), one threatened species (American alligator) and one
proposed endangered species (northern long-eared bat) known to occur within one mile of the project area. The project is
not likely to impact American alligator, West Indian manatee, orAdantic sturgeon as all species have occurences outside
of the project study area and the overall impact of the proposed project is minor. The project will stay out of the navigable
water way of the AIWW and impacts are minimized by utilizing a boardwalk path elevated above coastal wetland areas.
The Heide Trask Drawbridge does have potentially suitable habitat for the Northern long -eared -bat. However, the project
is not intended to impact the bridge in anyway. A biological conclusion of 'No Effect" was determined for each species.
The "No Effect' call is due to the lack of suitable habitat or the extremely minor impact of what marginal habitat is present.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
® Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Essential Fish Habitat Mapper was reviewed on December 15, 2014. Essential fish habitat was found within
the vicinity of the project study area for bonnethead shark, Atlantic sharpnose shark, blacktip shark, smooth dogfish, and the
snapper/grouper complex. The range of these fish species is widespread in and around the coastal area of Wilmington. The
proposed boardwalk construction will have minimal impact along the edge of the Intracoastal Waterway and is unlikely to
impact the above -listed fish species.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7s. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The State Historic Preservation Office (SHPO) database was reviewed on December 15, 2014 to determine if any historic
resources occurred in the vicinity of the study area. There is one historically significant strucure that has been determined
elegible for National Register of Historic Places (NHRP) crossing through the project boundary (NH3471 - Heide Trask
Memorial Bridge). However, SHPO determined that there would be no effect on historic resources during a meeting on
April 14, 2014. There are three national register individual listings and one study list individual entry (now gone) within
one mile of the study area. The project will consist of a multi -use path that crosses under the Heide Trask Drawbridge
within a currently maintained right-of-way and will not impact any historic or archaeological resource. -`Ci
C
MAY 1 4 7AI5
RECEIVED
DCM WILMINGTON, NC
Page 11 of 12 APR 1 7 2�15
PCN Form —Version 1.3 December 10, 2008 ersion

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The project will be located within the coastal high hazard zone and
will have no impact to base flood elevations.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Panel 37203157OW
�"
Jason Hartshorn
4/15/2015
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization lefter from the applicant
isprovided.)
RECEIVED
MAY 14 2015
DCgr -vn " "
RECEIVED
DCM WILMINGTON, NC
APR 17 2015
Page 12 of 12
PCN Form —Version 1.3 December 10, 2008 Version

WETLAND DETERMINATION DATA FORM -Atlantic and Gulf Coastal Plain Region
Pro)ecvsite: TIP# U-5534B CityiCounly: Wilmington/New Hanover sampling Date: 9/11/2013
ApplIcangowner: City of Wilmington state: NC Sampling Point: Wl-UP
Investlgator(s): J. Hartshorn (KHA) Section, Township, Range: Wilmington Township /W2-UP
Landform (hilistope, terrace, etc.): Estuarine Shoreline Local relief (concave, convex, none): None Slope (%): <1%
Subregion (LRR or MLRA): LRR T Leh 34.218838 N Long: 77.813265 W Datum: NAD83
Soil Map Unit Name: TM - Tidal Marsh NW! classification: None
Are climatict hydrologic conditions on the age typical for this time of year? Yes© No= (If no, explain in Remarks.)
Are VegetationL-i Soil or Hydrology ll�significantly disturbed? Are'Normal Circumstances' present? Yes= No=
Are Vegetation soil "or Hydrolo9yR naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes No
Hydrk Soil Present? Yea No
Wetland Hydrology Present? YesT No
Is the Sampled Area r�
11 _r/ II II— JI
within a Wetland? Yes No
✓
�/
Remarks:
The uplands adjacent to W1 and W2 are sandy slopes between the Atlantic Intracoastal
Waterway and US 74/76.
HYDROLOGY
Wetland Hydrology Indicators:
f two required)
Surface Soil Cracks (Be)
Sparsely Vegetated Concave Surface (BB)
Primary Indicators imum of one is r uired:
check
all thata
Surface Water (At)
Aquatic Fauna (B13)
High Water Table (A2)
Mad Deposits (B15) (LRR U)
Drainage Patterns (B10)
SeWrerim (A3)
Hydrogen Sulfide Odor (Cl)
Moss Trim Lines (BiS)
Water Marks (81)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (CB)
Drift Deposits (B3)
Recent Iron Reduction in Tdled Soils (C6)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
Thin Muck Surface (C7)
Geomorphic Position (02)
Iron Deposits (135)
Other (Explain in Remarks)
Shallow Aquilard (D3)
Inundation Visible on Aerial Imagery (87)
FAC-Neutral Test IDS)
Water -Stained Leaves (89)
Sphagnum moss (DO) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
4Depth (Inches):
Water Table Present? Yes No Depth (inches): >6"
Saturation Present? Yes No ✓ Depth (inches): >6"
Wetland Hydrology
Present? YmEl No z
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
The uplands adjacent to wetlands W1 and W2 are sandy slopes above the Atlantic Intracoasl
Waterway. a EIVE
MAY 14 20
DCM-MN*
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
,V
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30'
1, none
2.
3.
4.
5.
6.
7.
8.
Sampling Point: WI -UP
%Cover ��? Status- Number of Dominant Species 1
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant 2
Species Across All Strata: (B)
Percent of Dominant Species 50%
That Are OBL, FACW, a FAC: (AB)
0% =Total Cover
50%of total cover: 00/0 20%of total cover. 0%
Sapling/Shrub Stratum (Plot size: 30' )
1, none
2.
3.
4.
5.
8.
0% = Total Cover
50%of total cover. 00/0 20%of total cover: n%
Herb Stratum (Plot size: 30' )
1. _Hydrocoryle bonariensis 30% Y FAQ(((
2.
3.
4.
5.
6.
7.
8.
a.
30% = Total Cover
50%oftotalcover: 15% 20%W total cover: 6%
Woody Vine Stratum (Plot size: 30' )
1. Parthenocissus quinquejolia 10% Y FACU
3.
4.
5.
Total %Cover Of'
Multiolvbv:
OBL species
x 1 =
FACW species 30
x 2 =
60
FAC species
x 3 =
FACU species 10
x 4 =
40
UPL species
x 5 =
Cdumn Totals: 40
(A)
100 (B)
Prevalence Index = BrA= 2.5
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test Is >50%
)( 3 - Prevalence Index is 53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) a
more In diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb -AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 It tell.
Woody vine -All woody vines greeter than 3.28 It In
height.
RECEIVED
MAY 14 7P15
W+ WA_kml e r Iu
Hydrophytic
0% =Tote Cover Vegetation
50%oftotalcoer: 0% 20%of total carer. 0% Present? Yes Z No�
The uplands adjacent to W1 and W2 are lightly vegetated sandy slopes, primarily covered by
weedy species propagating from the maintained right-of-way. RECEIVED
DCM WILMINGTON, NC
APR 1 7
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Pont: Wl-UP
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.)
Depth Matrix
(inches) Cola (mois) %
Redox Features
Color (moist) % Twe �q,,�
Texture Remarks
0-6" 10YR 8/1 100%
Sand
'Type: F-Concentretlon, D=De letlon, RM=Reduced Matrix, MS=Masked Sand Grains.
'Location: PL=Pae Unin , M=Matrix.
Hyddc
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils':
Histosd (All
Pdyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (AS) (LRR O)
Hlstic Eplpedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (Ft) (LRR O)
Reduced Verbc (F18) (outside MLRA 150A, B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
Organic Bodies (AB) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (176)
Depleted Dark Surface (F7)
(MLRA 15311)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (FB)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, n
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (All)
Depleted Ochdc (Fl1) (M LRA 151)
Thick Dark Surface (Al 2)
Iron -Manganese Masses (F12) (LRR O, P, T) 'indicators of hydrophytic vegetation and
Coast Prairie Redox (Al 6) (M LRA 150A)
Umbric Surface (1`13) (LRR P, T, U)
wettand hydrology must be present,
Sandy Mucky Mmeral (81) (LRR O, S)
Delta Ochric (F17) (OILRA 151)
unless disturbed a problematic.
Sandy Gleyed Matrix (84)
Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (87) (LRR P, S, T, U)
Restrictive Layer (If observed):
Type:
Depth (Inches):
Hydbc sou Present? Yes _a No �✓
Remarks:
Soils could not be effectively evaluated due to unconsolidated sand, however soils were bright
and dry.
RECEIVED
MAY 14 2015
�W
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
US Army Caps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

WETLAND DETERMINATION DATA FORM— Atlantic and Gulf Coastal Plain Region
Projectistle: TIP# U-5534B City/County: Wilmington/New Hanover Sampling Date: 9/11/2013
AppilcanItOwner: City of Wilmington State: NC Sampling Point: WI -WET
Imresngatogs>: J. Hartshorn (KHA) Section, Township, Range: Wilmington Township /W2-WET
Landfufm (hilislope, terrace, etc.): Estuarine Shoreline Local relief (concave, convex, none): None Slope (%). <1%
Subregion (LRR or MLRA): LRR T Let: 34.218809 N Long: 77.813258 W Datum: NAD83
Soil Map Unit Name: TM - Tidal Marsh NWI classification: E2EM1Nd
Are climatic I hVdmlogic conditions on the site typical for this time of year? Yes © No= (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are'Normal Circumstances' present? Yes ®No�_
Hydrology
Are VegetationL—i Soil or naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Ves ✓ — No Is the Sampled Area
Hydrlo Soil Present? Yes No within a Wetland? Yesl • I NoLl
Wetland Hydrology Present? Yes
Remarks:
Wetlands W1 and W2 are tidal marsh wetlands located below MHWM of the Atlantic Intracoastal
Waterway. Water is typically shallow in this area, and the wetlands are adjacent to the Heide
Trask Drawbridge approach span supports.
HYDROLOGY
Welland
Hydrology Indicators:
ondary Indicators (minimum of two readred)
PrimPrimery
Indicators minimum of one is reauirt
d:
check all t
Surface Soil Cracks (86)
Sparsely Vegetated Concave Surface (BB)
Surface Water (At)
Aquatic Fauna (Bt3)
High Water Table (A2)
Mad Deposits (B15) (LRR U)
Drainage Patterns (1310)
✓
Saturation (A3)
Water Marks (Bt)
Hydrogen Sulfide Odor (CI)
Oxidized Rhizospheres along Living Roots (C3)
Moss Trim Lines (Bt 8)
Dry -Season Water Table (C2)
✓
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
✓
Drift Deposits (B3)
Recent Iron Reduction in Tilled Soils (CB)
Saturation Visible on Aerial Imagery (C9)
Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Thin Muck Surface (C7)
Other (Explain in Remarks)
✓
Geomorphic Position (02)
Shallow Aquitard (D3)
FAC-Neutral Test (135)
P,6,igai
Water -Stained Leaves (B9)
Sphagnum moss (DO) (LRR T, U)
Field Observations:
Surface Water Present? Yes 4Z No
Depth (Inches): 1-2'
Water Table Present? Yea X1No
Depth (inches): Surface
Saturation Present? Yes I 11f I No
Depth (inches): Surface
Wetland Hydrology
Present? Yes I t No o
(includes capillary fringe)
Describe Recorded Data (stream gouge. monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetlands W1 and W2 are tidal
marsh wetlands with permanent water surfaces. The wetlands are
on the edge of the Atlantic Intracoastal Waterway channel and subject to wave action. RECE VED
MAY 14 7015
Dre' k."U<rur.
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) —Use scientific names of plants.
Tree Stratum (Plot size: 30' )
1, none
2
3.
4.
5.
B.
7.
8.
Sampling Point: Wl-WET
% Carer s —Status— Number of Do ninad Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant 2
Species Across All Strata: (B)
Percent of Dominant Species 100%
That Are OBL, FACW, or FAC: (AB)
0% = Total Cover
50%oftoted cover 0% 20%of total cover. 0%
SaolinalShrub Stratum (plod size: 30' )
t none
2
7
00/0 = Total Cover
500Aof total cover: 00/0 200Aof total corer. OMo
Herb Stratum (Plot size: 30' )
1. Spartina alterniora 70% Y OBL
2. SaUcornia spp. 20% Y OBL
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Woody Vine Stratum (Plot size:
n none
900/0 = Total Cover
50%oftotalcover: 45% 20%ottdalcover: 18%
30' )
Total %Cover of:
Moltiplybv:
OBL species
x 1 =
FACW species
x 2 =
FAC spades
x 3 =
FACU species
x 4 =
UPL species
x5=
Column Totals:
(A) (B)
Prevalence Index = BIA=
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2- Dominance Test is>50%
_ 3 - Prevalence Index Is 53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hyddc soll and wetland hydrology must
be present, unless dNurbed or problematic.
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
SapiingfShrub —Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 It tell.
Woody vine —All woody vines greeter than 3.28 ft In
height.
Hydrophytic
0% =Total Carer Vegatatl'
50%of total cover: 00/0 200Aof total cover: 0% Present?
RECEIVED
MAY 14 2015
DCnn-nnNn r^iry
Yes n No
The coastal wetlands are permanently inundated with tidal salt water from the Atlantic
Intracoastal Waterway. RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Print w1-WET
Profile Description: (Describe to the depth needed to document the Indicator or con0nn the absence of indicators.)
Depth Matrix
(inches) Cola (moist) %
Redox Features
Color (most) % _1} e���
Texture Remarks
0-6" 10YR 7/1 95% 10YR 4/6 5% C M
Sand
'Type: FConcentration, D=De letion RM=Reduced Matra, MS=Masked Sand Grains.
'Location: PL-Pore Lining. M=Matra.
Hydric
Sell Indicators: (Applicable to all LRRs,
unless othenvise noted.)
Indicators for Problematic Hyddc Soils':
Histoscl (Al)
Polyvalue Below Surface (S8) (LRR S, T, U)
0 1 cm Muck (A9) (LRR O)
Hisfic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (At 0) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (Fi) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A, B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplaln Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loanry Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (FB)
Depleted Dark Surface (F7)
(MLRA 153B)
Red Parent Material (TF2)
Muck Presence (AB) (LRR U)
Redox Depressions (178)
Very Shallow Dark Surface (TF12)
1 an Muck (A9) (LRR P, T)
Mad (F70) (LRR U)
Other (Explain In Remarks)
Depleted Balm Dark Surface (All)
Depleted Ochrle (Fl1) (MLRA 151)
Thick Dark Surface (Al 2)
Iron -Manganese Messes (F12) (LRR O, P, T) slndcators of hydrophytic vegetation and
Coast Praide Redox (At 6) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (54)
Reduced Verlic INS) (MLRA 150A, 1508)
✓
Sandy Redox (S5)
Piedmont Floodplaln Soils (F79) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (If observed):
Type:
Depth (Inches):
Hydric Soil Present? Yes -a No -a
Remarks:
Soils could not be effectively evaluated due to sand substrate within a permanently inundated
marsh wetland. The sandy soil
that could be removed was low-chroma sand with redox
concentrations in the profile.
aECEivED
MAY 14 1n15
u,y..',.w "4 tii r:,.
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
US Army Caps of Engineers Adanfic and Gulf Coastal Plain Region - Version 2.0

USACE PRELIMINARY
JURISDICTIONAL
DETERMINATION
APPLICATION
RECEIVED
MAY 14 2015
,.—.u.1llc bil*
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

jurisdictional Determination Request
,..,;
US Army Corps
of Engineers.
Wlminplon Nerd
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described Within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.mil/Missions/RepulatoryPermitProgram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: (919) 5544894
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Nianber: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
RECEIVED
MAY 14 2015
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F,
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REOUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOTIUSACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013
RECEIVED
MAY 14 2015
0r01 A'AI IN H Iiy
Plf_ I+t*F_ D
DCM WIL'Vke 3ON, NC
APR 17 2015

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address:
Intersection of US 74n6 (Wrightsville Ave) and Addis Road
City, State:
Wilmington, North Carolina
County:
New Hanover County
Directions:
From Wilmington, take US 76 east to the junction with US 74. Take US 74176
southeast to the Aidie Road Intersection.
Parcel Index Number(s) (PIM: n/a (Project is located vnth existing NCDOT dghtvf-way)
Ltd
C.
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Addresst:
IGmley-Hom, on behalf of the City of Wilmington, ATTN: Jason Hanshom
3001 Weston Parkway, Cary, NC 27513
919-678.4155
Jason. Hartshorn@K mley-Horn.00m
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3:
City of Wilmington, ATTN: Amy Beatty
102 North Third Street (PO Box 1810)
Wilmington, NC 28402-1810
910341-7800
[e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
' If available
2 Must attach completed Agent Authorization Form
3 If available
RECEIVED
MAY 14 2015
pM W'4W1',�J t11:Y.
Version: December 2013
DCM WILMIfF N, NC
APR 1 7 2015

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION°
L the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print)
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
Date
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducteECEVED
by others) on a property/project area and provide an approved JD (may or may not MAY 14 2015
include a survey plat).
I'.'N... Will l-II J".
° For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013
DCM WILMINGTON, NC
APR 1 7 2015

jurisdictional Determination Request
F. ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 0.23
acres
III verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Formb.
❑� Project Coordinates: 34.218685 Latitude-77.813325 Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑✓ Large and small scale maps that depict, at minimum: streets, intersections, towns
FAerial Photography of the project area
7 USGS Topographic Map
Q✓ Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) RECEIVED
MAY 14 7015
65ee
Version: December 2013
Guidance Letter No.
(wewuunw b1iY
200&- r,r
DCM WILMIN&MW, NC
APR 1 7 2015

Jurisdictional Determination Request
Delineation Information (when applicable)7:
Wetlands:
0✓ Wetland Data Sheets'
Tributaries:
USACE Assessment Forms
Upland Data Sheets El Other Assessment Forms
(when appropriate)
Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
Project Coordinates:
Latitude Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
C
701
IN
Large and small scale maps that depict, at minimum: streets, intersections, towns
Aerial Photography of the project area
USGS Topographic Map
Soil Survey Map
RFCl:lvi:o
MAY 14 7015
. �;Vy,
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
RECEIVED
1987 Manual Regional Supplements and Data forms can be found at: DCM WILMINGTON,
htto://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/rea suoo.asox
Wetland and Stream Assessment Methodologies can be found at: APR 17 2015
htto://Portal.ncdenr.org/c/document library/aet file?uuid=76f3c58b-dab8-4960-ba43-45b7fafO6f4c&arouold=38364 and,
htto://www.saw.usace.army.mil/Portals/59/dots/regulatory/oublicnotices/2O13/NCSAM Draft User Manual 130318.odf
e Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6
NC

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
RECEIVED
MAY 14 2015
DCM-Min rl:'.
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
9 Delineation information must Include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat (to scale) that is no larger than 11"xl7"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"xl7", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
Must be sealed and signed by a licensed professional land surveyor
ElMust be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
1-1 Must clearly depict surveyed property or project boundaries
RECEIVED
ElMust clearly identify the known surveyed point(s) used as reference (e.g. property MAY 14 7015
comer, USGS monument) H. V'
❑ When wetlands are depicted:
RECEIVED
Must include acreage (or square footage) of wetland polygons DCM WILMINGTON, NC
Must identify each wetland polygon using an alphanumeric system APR 1 7 2015
Version: December 2013 Page 8

jurisdictional Determination Request
❑ When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as `Surnamed tributary"
all depicted W oUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
Must include the location of wetland data points and/or tributary assessment
reaches
Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved 7D must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
RFCPVED
MAY 14 ?ns
j4K l'l l " 1.IA.✓
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
❑ When the entire actual Jurisdictional Boundar is s d iep cted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
❑ When uplands may be present within a depicted Jurisdictional Boundary:
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
RECEIVED
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Y 14 2015
RECEI ED
DCM WILMIN TON, NC
APR 1 7 2015
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
include a brief description of the GPS equipment utilized.
RECEiVFD
MAY 14 2015
.�VP "I1I1 bl I
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
Version: December 2013 Page 11

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Kimley-Horn on behalf of the City of Wilmington, ATTN: Jason Hartshorn, 3001 Weston Parkway,
Cary, NC 27513
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: New Hanover county City: Wilmington
Center coordinates of site (lat/long in degree decimal format):
Lat. 34.218685 ON; Long. 77.813325
Universal Transverse Mercator: 1B
Name of nearest waterbody: Atiantic Intracoastal
oW
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
n/a linear feet: n/a width (ft) and/or 0.035 acres.
Cowardin Class: Estuarine
Stream Flow: Perennial RECE vEo
Wetlands: 0.011 acres. MAY 4 1015
Ir1q�i AMA IN b1IY
Cowardin Class: Estuarine
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: Atlantic Intracoastal Waterway
Non -Tidal:
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑✓ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Klmley-Horn
❑✓ Data sheets prepared/submitted by or on behalf of the
appl c�nt/cofice concurs
+u—jl Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: 124k-Wrightsville Beach
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: New Hanover County - 1977
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
RECEVED
❑ 100-year Floodplain Elevation is: MAY 14 ?m
(National Geodectic Vertical Datum of 1929)�`"
❑✓ Photographs: ❑✓ Aerial (Name & Date): 2013 NC one Map Aerial or
Other (Name & Date): site Photographs -September Zola
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
RECEIVED
DCM WILMINGTON. NC
2 APR 1 7 2015

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
ra.�CrwrD
MAY 14 1015
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4/15/2015
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
RECEIVED
MAY 14 2015
MHWI-LL , III 1 I11.
RECEIVED
DCM WILMINGTON, NC
4 APR 1 7 2015

Estimated
site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
W1
34.2188
-77.8132
Estuarine
0.0095 acres
section 10 —
tidal
W2
34.2186
-77.8134
Estuarine
0.0016 acres
section 10 —
tidal
PECEIVED
MAY 14 1015
11h4'. 4•ALIN tiil./
RECEIVED
DCM WILMINGTON, NC
APR 17 2015

U-5534B Project Study Area r:
q�e
Motts Channel
Legend
Y' Id Project Area New Hanover County
o 1,000 2,00
eet Wilmington Wrightsville Beach
Brunswick County
�— N�' Hanover County
Project Area
(inset map)
(-
City of Wilmington
Atlantic ocean I I New Hanover County
Figure 1 s Vtonity swap
WIL
1)0 Walkway Under Heidi Trask Drawbridge
GT�N NCDOT TIP U 5,,5346
uniuucamniNa MAY 1 4 ZOii City of Wilmingfdn, NC
January 2015

�r
rJr.r'
4t
w �
>, 4ry
;.
f a _Ci
k t
AU
Legend
�r-� `t 0 0 .250 500
1I Project Area-wmWr Al —
Feet
w Figure 2: USGS Topographic Map
GTON RECEIVED MIINGTOI (W�yr!g�htsville Beach Quad, 1970)
N[MIN ('.IIlOI1NA DCM WILMN. NCNCDOT TIP U 55 4Br Heidi
MAY 14 1015
N4,�a.yyn�6I,V APR 1 2015 City of Wilmington, NC
January 2015

J
Legend
Normal High Water Mark
Coastal Wetland
[l Project Area
LN NGTO,N
! e .i
r..
0 50 100
Feet
Bo
Figure 3: Jurisdictional Features Map
REcr- °``; Walkway Under Heidi Trask Drawbridge
MAY 14 2015 RE, _iVED NCDOT TIP U-5534B
waW�-"nw e DCM WILMINGTON, NC City of Wilmington, NC
January 2015

Heidi Trask Bridge WalkwaySoil Legend
Map Unit
Soil Unit Name
Hydric
Be
Ba meadefinesand
Inclusions
TM
Tidal Marsh
Yes
jo
Be r `.
s
Ay .
7 �
! r , -
i
TM
�Ur
TM
Ur
Legend
Project Area 0 400 80l)
Feet
�NM
Figure 4: NRCS Soil Survey Map
RE(,ENED (New Hanover County, 1977)
N\ wa Under Heidi Trask Drawbridge
z cEv o pCM WILMINGTON,� Y 9
NCDOT TIP U-5534B
14AY 14 2015 APR 17 2015 City of Wilmington, NC
January 2015

Bailey and Associates, Inc.
PO Box 400
Jacksonville, NC 28540
PIN: 3157-83-6100
Le end
-nr— Normal High Water Mark
Coastal Wetland
New Hanover County Parcels
rq Project Area
John & Eliza Blackwell, LLC
230 N Elm Street
Suite 2000
Greensboro, NC 27401
PIN: 3157-83-6189
Baker Family Holdings, LLC
PO Box 163
Wrightsville Beach, NC 28480
PIN: 3157-82-6621
0 100 200
Feet
F' ure 5: Adjacent Riparian Property Owners Map
GTON MAY 14 2015 1-4 �' 1 Vtlal�ay Under Heidi Trask Drawbridge
,Unina nr �a ti�rk� uv DCM WILMING I „N, N NCDOT TIP U-5534B
APR 1 7 2015 City of Wilmington, NC
January 2015

PROGRAMMATIC
CATEGORICAL
EXCLUSION APPROVAL
aECEVED
MAY 14 1015
WI"'VN �� IM bHW
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

IIM
NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (PCE)
ACTION CLASSIFICATION FORM
For use by a Local Government Agency
TIP Project No. U-5534B
WBS Element 44096 & 43819
Federal Project No. STPDA-0332(44)
Project Description:
The City of Wilmington proposes a public walkway underneath the
Heide Trask (Wrightsville Beach) Drawbridge which will serve as the northern
terminus (Phase IIIB) of the Gary Shell Cross -City Trail in Wilmington, New
Hanover County. The Gary Shell Cross -City Trail will be approximately 15
miles long upon completion, providing bicycle and pedestrian access to numerous
recreational, cultural, and educational destinations in Wilmington.
Phase IIIB consists of a public walkway underneath the Heide Trask Drawbridge
to provide a designated crossing for cyclists and pedestrians across US 74-76
(Wrightsville Avenue) on the mainland side of the drawbridge in Wilmington. It
begins in the northeast quadrant of the Wrightsville Avenue/Airlie Road
intersection near the terminus of Phase IIIB of the Trail (currently in design). It
ends in the southeast quadrant of the same intersection, approximately 450 linear
feet from the Bridge Tender Marina parking lot.
The project location is shown in Figure 1. This project is listed as U-5534B in the
current 2012-2018 NCDOT State Transportation Improvement Program (STIP)
(October 2014), and construction is anticipated to begin in early 2015.
The proposed walkway will be comprised of a timber bridge with composite
decking and timber handrails. Under the existing drawbridge, the walkway will
have an 8-foot clear distance (width between the rails). The walkway begins in
the northeast quadrant of the Wrightsville Avenue/Airlie Road intersection near
the terminus of Phase IIIB of the Trail (currently in design). It ends in the
southeast quadrant of the same intersection, near the Bridge Tender Marina
parking lot. Figure 2 shows the design and Figure 3 shows a 3D rendering of the
proposed walkway.
This project will be built within existing NCDOT right of way. The estimated
construction cost for the proposed project is $563,100.
Purpose and Need:
The purpose of the proposed project is to provide a safe crossing for cyclists and
pedestrians across US 74 (Wrightsville Avenue). The walkway also is part of the
Gary Shell Cross -City Trail, which is a key piece of the City of Wilmington's RECEIVED
Trails and Greenways System. Its construction will help address a need for
alternative transportation in the City that is safer and more convenient for MAY 14 7115
citizens. pour. �u.n4 k u.v
RECEIVED
PC&100L
DCM WILMINGTONber2014
APR 1 7 2015

NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (PCE)
ACTION CLASSIFICATION FORM
The Wilmington City Council approved the development of the Cross -City Trail
in June 2008 as a project that will:
• Provide a safe built environment that encourages healthy, active lifestyles;
• Help to clear roadway congestion and pollution by providing a safe route
for alternative transportation;
• Impact economic viability through increased tourism, jobs, and property
values; and
• Improve quality of life by increasing opportunities for recreation,
experiencing a sense of community, and connecting with nature.
The Cross -City Trail is shown as a Planned Bicycle Route in the Bicycle Element
of the 2030 Wilmington MPO Long -Range Transportation Plan.
C. Proposed Improvements — Select ALL Activities that apply to the Project,
regardless of TYPE
Circle one or more of the following Type I activities:
Non -construction activities (program activities).
Approval of utility installations along or across a transportation facility.
O3 Construction of bicycle and pedestrian lanes, paths, and facilities.
4. Activities included in the State's "highway safety plan" under 23 USC 402
(programs administered by the Division of Motor Vehicles).
5. Transfer of Federal lands pursuant to 23 USC 317 when the subsequent
action is not a FHWA action.
6. The installation of noise barriers or alterations to existing publicly owned
buildings to provide for noise reduction.
Landscaping.
8. Installation of fencing, signs, pavement markings, small passenger
shelters, traffic signals, and railroad warning devices.
9. Emergency repairs under 23 USC 125 (Governor Declared Emergency).
10. Acquisition of scenic easements.
11. Determination of payback under 23 CFR Part 480 for property previously RECEIVED
acquired with federal -aid participation.
MAY 14 1015
12. Improvements to existing rest areas and truck weigh stations.
RECEIVED
PCE-100L 2
DCM WILMINGTONN4V@iber2014
APR 1 7 2015

13. Ridesharing activities.
14. Bus and Rail car rehabilitation.
15. Alterations to facilities or vehicles in order to make them accessible for
elderly and handicapped persons.
16. Program administration, technical assistance activities, and operating
assistance to transit authorities to continue existing service or increase
service to meet changes in routine demand.
17. The purchase of vehicles by the applicant where the use of these vehicles
can be accommodated by existing facilities or by new facilities which
themselves are within a CE.
18. Track and rail bed maintenance and improvements when carried out
within the existing right of way.
19. Purchase and installation of operating or maintenance equipment to be
located within the transit facility and with no significant impacts off the
site.
20. Promulgation of rules, regulations and directives.
21. Replacement of guardrail.
Circle one or more of the following Type H activities:
Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
C. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane) RECEIVED
i. Slide Stabilization
j. Structural BMP's for water quality improvement MAY 1 4 1015
RECEIVED
DCM WILMINGTON, NC
PC&100L 3 November 2014
APR 1 7 2015

2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
C. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgtadmg medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3. Bridge rehabilitation, reconstruction, or replacement or the construction of
grade separation to replace existing at -grade raihoad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
C. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
d. Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.
Construction of new truck weigh stations or rest areas.
6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.
7. Approvals for changes in access control.
8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic.
RECEIVED
9. Rehabilitation or reconstruction of existing rail and bus buildings and MAY 14 2015
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users. ACM -noun
RECEIVED
PCE-100L
DCM WILMINGTONM92iber2014
APR 1 7 2015

10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic.
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community.
12. Acquisition of land for hardship or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels. These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects, which may
be required in the NEPA process. No project development on such land
may proceed until the NEPA process has been completed.
13. Acquisition and construction of wetland, stream and endangered species
mitigation sites.
14. Remedial activities involving the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines.
Special Project Information:
Impact to Existing Resources. A natural resources investigation was
conducted in the project study area on September 11, 2013. Coastal Area
Management Act (CAMA) Areas of Environmental Concern (AECs) occurring
within the study area include the Atlantic Intracoastal Waterway (ICW) which
is designated as a Public Trust Water. AECs include all lands within 75 feet of
the normal high water level (NWL) of the waterway. In addition, coastal
wetlands are also included as CAMA regulated AECs.
A detailed delineation of the normal high water mark (NHW) of the ICW and
wetlands within the project study area was conducted on November 11, 2013.
The NHW mark along the ICW denotes the limits of tidally influenced open
water in the study area that is subject to USACE and NCDCM jurisdiction.
Two tidal salt marsh wetlands are located within the open water area of the
study area, totaling 0.43 acres, which also are regulated by the USACE and
NCDCM. The site was field reviewed by NCDCM staff on November 11, 2013
to verify the normal high water line and coastal wetland areas. Natural
resources within the project area, including the coastal wetlands and the NHW
line, are shown on Figure 4.
PCE-100L
RECEIVED
DCM WILMINGTON, Wvember2014
RECEIVED
MAY 14 1015
APR 17 2015

NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (PCE)
ACTION CLASSIFICATION FORM
Based on coordination with the USACE and NCDCM, while the project will be
constructed adjacent to and partially above sensitive environmental features
such as tidal salt marsh and open water habitats, the proposed project is not
anticipated to have any substantial impact on any unique or important natural
resources.
The US Fish and Wildlife Service (USFWS) website (updated January 24,
2014) lists 12 federally protected (threatened or endangered) species known to
occur in New Hanover County. A biological conclusion of "No Effect' was
determined for each species. The "No Effect' call is the result of lack of
suitable habitat or the little to no impact of what marginal habitat is there. In
addition to the twelve listed species, the northern long-eared bat and the red
knot are proposed for listing.
Scientific Name
Common Name
Federal
Status
Habitat
Present
Biological
Conclusion'
Alligator mississippiensis
American alligator
T (S/A)
Yes
No Effect
Acipenser oxyrinchus
oxyrinchus
Atlantic sturgeon
E
Yes
No Effect
Tlralictrum cooleyi
Cooley's meadowrue
E
No
No Effect
Carex lutea
Golden sedge
E
I No
No Effect
Chelonia mydas
Green sea turtle
T
Yes
No Effect
Caretta caretta
Loggerhead sea turtle
T
Yes
No Effect
Myotis septentrionalis
Northern long-eared bat
P
Yes
Not
Re ired
Charadrius melodus
Piping plover
T
No
No Effect
Picoides borealis
Red -cockaded
woodpecker
E
No
No Effect
Calidris camaus rufa
Red knot
P
No
Not
Required
Lysimachia asperulaefolia
Rough -leaved loosestrife
E
No
No Effect
Amaranthus pumilus
Seabeach amaranth
T
No
No Effect
Acipenser brevirostrum
Shortnose sturgeon
E
Yes
No Effect
Trichechus manatur
West Indian manatee
E
Yes
No Effect
E — Endangered, T — Threatened, P —Proposed, T (S/A) — Threatened due to similarity of
appearance
The Bald eagle was removed from the Endangered Species List on August 8,
2007. It is, however, protected under the Bald and Golden Eagle Protection Act
and the Migratory Bird Treaty Act. There is nesting and foraging habitat within
the study area. Surveys performed on September 12, 2013 found no nests
within the project study area. A review of the North Carolina Natural Heril%F C E IV E D
Program (NCNHP) database, updated July 2014, indicated no occurren♦ksKWILMINGTON, NC
bald eagles within one mile of the project study area.
APR 1 MOM
The project area is disturbed, and while the proposed alignment does extend MAY 14 7+15
over the NHW line into the ICW, the aquatic area is beneath an existing
PCE-100L 6 November 2014

NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (ECE)
ACTION CLASSIFICATION FORM
NCDOT drawbridge, and adjacent to an active marina and navigational channel
with heavy boat traffic (ICW).
In the scoping response letter from USFWS (October 21, 2013, attached), the
Service noted that this project is anticipated to have minimal impact on fish and
wildlife resources.
The proposed walkway is adjacent to the Wrightsville Recreational Area, a
stream on the 2012 Section 303(d) list for impaired use for aquatic life due to
loss of use. According to the scoping response letter from NCDENR Division
of Water Resources (October 28, 2013, attached), the agency is very concerned
with sediment and erosion impacts that could result from this project. NCDWR
requests that road design plans provide treatment of the storm water runoff
through best management practices.
This project includes development within the Special Flood Hazard Area
(SFHA). The scoping response letter from the NC Department of Public Safety
(October 29, 2013) noted that any development within the SFHA will require a
floodplain development permit from the municipality having jurisdiction; this
project is primarily within New Hanover County and the project owner is the
City of Wilmington. They also stated that all structures, elements, and utilities
should be protected to the Regulatory Flood Protection Elevation in accordance
with the local ordinance and 44 CFR 60.3.
The DENR Wilmington Regional Office noted in their scoping response letter
(attached) that an underground storage tank (UST) is located adjacent to the
project at 1418 Airlie Road (the Bridge Tender Marina, at the southern end of
the proposed walkway). The Bridge Tender Marina property is labeled "high
risk" because of the contaminant plume that was discovered in April 2007. The
adjacent NCDOT property in the southwest quadrant of the bridge also is
considered high risk because it is in the path of the contaminant plume, and
because it is within 250' of the observed incident. The assessment and cleanup
phase is underway. The source of the contaminant is a well that is out of use;
contaminate levels are very low, and NCDENR plans to abandon the site, but it
cannot be properly abandoned because a generator or transformer has been
installed on top of the well site. NCDENR staff stated during conversations
that no impact to the UST is anticipated since the proposed walkway does not
cross over the well.
RECEIVED
In a letter dated November 4, 2013 (attached), the State Historic Preservation MAY 14 7015
Office (HPO) stated that the Heide Trask Memorial Bridge was determined
eligible for the National Register of Historic Places (NRHP) in 2005 under
Criterion C for engineering. At a meeting on April 14, 2014, SHPO determined
that there would be no effect on historic resources (the concurrence form is in
the appendix). In the November 2013 letter, HPO also stated that there{RrEma E I V E D
recorded archaeological sites within the project area, and an archaeglg" I LM I NGTON, NC
survey is not recommended.
APR 17 2015
PCE-100L 7 November 2014

NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (PCE)
ACTION CLASSIFICATION FORM
Permits. Encroachments into the NHW of the ICW and AEC areas will require
authorization from the USACE under Section 10 of the Rivers and Harbors Act
and Section 404 of the Clean Water Act. It is anticipated that a USACE
Regional General Permit (GP) 56 (Piers, Docks, and Boathouses) will be
prepared. GP 56 can authorize activities under both Section 10 and Section 404.
Under GP 56, special conditions include two requirements.
• Special Condition (d) says "The width of any pier will not exceed six
feet, unless the Corps determines, in writing, that a greater width is
necessary for safe use, to improve public access, or to support a water
dependent use that cannot otherwise occur." USACE and NCDCM
have agreed to allow a wider path (7.5 feet) in the interest of safety and
public use.
• Special Condition (h) says "Docks and piers extending over wetlands
will be elevated sufficiently (minimum of three feet above the wetland
substrate to prevent total shading of vegetation, substrate, or other
elements of the aquatic environment."
The project also will require a Section 401 Water Quality Certification from the
NC Division of Water Quality (NCDWQ) and a CAMA Major Development
Permit from the NC Division of Coastal Management. Because erosion control
and a CAMA Major Permit are required, a State Stormwater Permit also is
required. This project may require a Consent Agreement from USACE and
may require a USCG bridges permit.
Public Involvement. A public meeting was held on October 8, 2013 from 5:00
to 6:30 p.m. at St. Andrews on the Sound Church in Wilmington. Twenty-two
people attended, and comments were received from nine people. The proposed
design was shown. There were no major objections raised to the proposed
project, and comments were generally in favor of building the project for
bicycle/pedestrian safety reasons.
Scoping Responses. Scoping letter responses from the US Army Corps of
Engineers, US Fish and Wildlife Service, NCDENR (Division of Water
Resources and Division of Coastal Management), NC Wildlife Resources
Commission, State Historic Preservation Office, and NC Department of Public
Safety are attached.
RECEIVED
MAY 14 2015
rvKA'A A'A'.IM. S.I�Y
RECEIVED
DCM WILMINGTON, NC
APR 17 2015
PCE-IDOL 8 November 2014

E. Threshold Criteria
ECOLOGICAL YES
(1) Will the project have a substantial impact on any ❑
unique or important natural resource?
(2) Does the project involve habitat where federally
listed endangered or threatened species may occur? X
(3) Will the project affect anadromous fish? ❑
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one -tenth (1/10) of an acre and have all practicable measures
to avoid and minimize wetland takings been evaluated? X
(5) Will the project require the use of U. S. Forest Service lands? ❑
(6) Will the quality of adjacent water resources be adversely ❑
impacted by proposed construction activities?
(7)
(8)
(9)
Does the project involve waters classified as Outstanding Water ❑
Resources (OWR) and/or High Quality Waters (HQW)?
Will the project require fill in waters of the United States
in any of the designated mountain trout counties?
Does the project involve any known underground storage
tanks (DST's) or hazardous materials sites?
PERMITS AND COORDINATION
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)?
(11) Does the project involve Coastal Barrier Resources Act
resources?
(12) Will a U. S. Coast Guard permit be required?
YES
1-1
X
M
❑ X RECEIVED
MAY 14 7015
QCE-4ED
j.�Y.1°.'AAAt"1-L{iY
DCM WILMINGTON, NC
APR 1 7 2015
PCE-100L 9 November 2014

NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (PCE)
ACTION CLASSIFICATION FORM
YES NO
(13) Will the project result in the modification of any existing ❑
regulatory floodway? X
(14) Will the project require any stream relocations or channel
changes? X
SOCIAL, ECONOMIC. AND CULTURAL RESOURCES
YES
NO
(15)
Will the project induce substantial impacts to planned
❑
growth or land use for the area?
X
(16)
Will the project require the relocation of any family or
❑
business?
X
(17)
Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or
❑
low-income population?
X
(18)
If the project involves the acquisition of right of way, is the
❑
amount of right of way acquisition considered minor?
X
(19)
Will the project involve any changes in access control?
❑
X
(20)
Will the project substantially alter the usefulness
and/or land use of adjacent property?
X
(21)
Will the project have an adverse effect on permanent
local traffic patterns or community cohesiveness?
X
(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is, ❑
therefore, in conformance with the Clean Air Act of 1990)? X
(23) Is the project anticipated to cause an increase in traffic ❑
volumes? X
(24) Will traffic be maintained during construction using existing
roads, staged construction, or on -site detours? R Y F 1
DCM WILMINGTON, NC RECEIVED
(25) If the project is a bridge replacement project, will the bridge MAY 14 7015
be replaced at its existing location (along the existing facility) APR 1 7 1
and will all construction proposed in association with the
bridge replacement project be contained on the existing facility? NIA
PCE-100L 10 November 2014

NCDOT PROGRAMMATIC CATEGORICAL EXCLUSION (PCE)
ACTION CLASSIFICATION FORM
YES
NO
(26)
Is there substantial controversy on social, economic, or
environmental grounds concerning the project?
X
(27)
Is the project consistent with all Federal, State, and local laws
❑
relating to the environmental aspects of the project?
X
(28)
Will the project have an "effect" on structurestproperties
eligible for or listed on the National Register of Historic Places?
X
(29)
Will the project affect any archaeological remains which are
❑
important to history or pre -history?
X
(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in Section 4(f)
of the U. S. Department of Transportation Act of 1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non -recreation uses, as defined
by Section 6(f) of the Land and Water Conservation Act ❑ —
of 1965, as amended? X
(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for
inclusion in the National System of Wild and Scenic Rivers? X
F. Additional Documentation Required for Unfavorable Responses in Part E
Item 2 — (Federally Listed Endangered or Threatened Habitat).
Of the 12 federally protected (threatened or endangered) species known to occur
in New Hanover County, the North Carolina Natural Heritage Program (NCNHP)
database identified four that have been known to occur within one mile of the
project:
Atlantic sturgeon — Water depths within the project area can fluctuate, so
marginally suitable habitat for Atlantic sturgeon is present within the project area
in the open water areas of the project. However, due to the low water levels
typically present within the project area, and due to the minimal m E D
aquatic environment from the proposed project, the biological T mION,
Effect."
APR 17 2015
Northern long-eared bat — Suitable winter hibernacula is not present within the
study area, however suitable summer roosting habit is likely present throughout
NC
RECEIVED
MAY 14 7015
b1wWj'WII b bHY
PC&100L 11 November 2014

G.
the corridor. Since the species is not currently protected, pedestrian surveys for
suitable roosting habitat are not required, however Kimley-Horn staff did review
the project corridor in mid -August and early September and no bats were
observed. Additionally, a review of the NCNHP database, updated July 2014,
indicated no known occurrences of northern long-eared bat within the study area
or within 1.0 mile of the study area. Due to the potential for suitable summer
roosting habitat, but lack of known occurrences, a biological conclusion is Not
Required due to Proposed Status.
American alligator — Suitable habitat for American alligator is present within the
study area in the open water and salt marsh areas of the project area, however due
to the typically shallow water and the heavy boat traffic along the ICW, it is
unlikely that American alligator is found within the project area. Additionally, a
review of NHP records (updated July 2014) indicates no known occurrences of
American alligator within the project area or within 1.0 mile. Due to the lack of
known occurrences and the minimal impact anticipated to the aquatic impacts
within the project area, it has been determined that the proposed project will have
no effect on this species. It should be noted that since American alligator is listed
as threatened due to similarity of appearance, Section 7 consultation with the US
Fish and Wildlife Service is not required. A biological conclusion is Not
Required due to its status as Threatened Due to Similarity of Appearance (TS/A).
West Indian manatee — West Indian manatee has been recorded in all open water
habitats throughout the county. However, the West Indian manatee utilizes
freshwater and marine habitats with depths of 5 to 20 feet. The water depths in
the vicinity of the proposed project range from 0 to 2 feet, depths too shallow to
provide habitat for the manatee. In addition, precautionary measures for
construction activities in North Carolina waters used by the manatee have been
outlined by the Raleigh Field Office of the USFWS. If the Guidelinesfor
Avoiding Impacts to the West Indian Manatee (USFWS, 2003) are implemented
by the contractor during construction, the biological conclusion is "No Effect."
PCE ADDroval
TIP Project No. U-5534B
WBS Element 44096
Federal -Aid Project No. STPDA-0332(44) RECEIVED
DCM WILMINGTON, NC
Project Description: A P R 1 7 2015
The City of Wilmington proposes a public walkway underneath the
Heide Trask (Wrightsville Beach) Drawbridge which will serve as the northern
terminus (Phase IIIB) of the Gary Shell Cross -City Trail in Wilmington, New RECPVFD
Hanover County. The Gary Shell Cross -City Trail will be approximately 15
miles long upon completion, providing bicycle and pedestrian access to numerous MAY 14 7015
recreational, cultural, and educational destinations in Wilmington. "" ,- y41>
PCE-100L 12 November 2014

Phase IIIB consists of a public walkway underneath the Heide Trask Drawbridge
to provide a designated crossing for cyclists and pedestrians across US 74-76
(Wrightsville Avenue) on the mainland side of the drawbridge in Wilmington. It
begins in the northeast quadrant of the Wrightsville Avenue/Airlie Road
intersection near the terminus of Phase IIIB of the Trail (currently in design). It
ends in the southeast quadrant of the same intersection, approximately 450 linear
feet from the Bridge Tender Marina parking lot.
The project location is shown in Figure 1. This project is listed as U-5534B in the
current 2012-2018 NCDOT State Transportation Improvement Program (STIP)
(October 2014), and construction is anticipated to begin in early 2015.
The proposed walkway will be comprised of a timber bridge with composite
decking and timber handrails. Under the existing drawbridge, the walkway will
have an 8-foot clear distance (width between the rails). The walkway begins in
the northeast quadrant of the Wrightsville Avenue/Airlie Road intersection near
the terminus of Phase IIIB of the Trail (currently in design). It ends in the
southeast quadrant of the same intersection, near the Bridge Tender Marina
parking lot. Figure 2 shows the design and Figure 3 shows a 3D rendering of the
proposed walkway.
This project will be built within existing NCDOT right of way. The estimated
construction cost for the proposed project is $563,100.
RECEIVED
DCM WILMINGTON, NC
APR 17 2015 RECEVED
MAY 14 7015
rk'�+ MAIM pll Y.
PCE-100L 13 November 2014

Categorical Exclusion Action Classification: (Check one)
TYPE I (A)
X TYPE I (B)
TYPE II(A)
TYPE H(B)
Prepared By:
NO BOXES Checked
ANY BOX Checked
refer to Section E
NO BOXES Checked
ANY BOX is Checked
Jeffrey W. Moore P.E. License No. 22436
Date Name, Title
Horn and
75
NOTE: Form needs to be completed by either a Professional Engineer (PE),
Biologist, Planner, or AICP
Prepared For:
Reviewed:
//4it/
Date
North Carolina
Local Government
Pr6je`ct Dev. Unit I%ad / Division Representative
NCDOT - PDEA / NCDOT Division
NOTE: NCDOT Review may occur at either PDEA or the Division Office.
Mark through non -applicable position.
Approved: For Type I(B) or H(B) projects only:
Date
Division Administrator
Federal Highway Administration
PCE-100L 14
RECEIVED RECEVED
DCM WILMINGTON, NC
MAY i a 7015
APR 1 7 2016
November 2014

Brunswick County
County
Project Area
(inset map)
City of Wilmington
Atlantic Ocean
LEGEND DCM WILMINGTON, ni Figure 1
Q Project Study Area „.: Wetlands New Hanover County �icinit Map
Parcels -I Wilmington APR 1 7 19115TIP Project U-5534B
g 0 Wrightsville Beach City of Witmington, North Carolina

I
LEGEND DCM WILMINGTON, NC Figure 2
Proposed Concrete Sidewalk o so too �R 1 7 2015 Design Map
Feet TIP Project U-5534B
Proposed Boardwalk City of Wilmington, North Carolina

W'
till.
.. r t, l... _... - I
�t
3N
":fir • � . .. '� '
•O�
�s
t
t r rr

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
(TRANSMITTED ELECTRONICALLY)
October 18, 2013
Regulatory Division
Action ID Nos. SAW-2013-2041; U-5534B New Hanover County
Mr. Jeff Moore, PE
Kimley-Hom and Associates, Inc.
P.O. Box 33068
Raleigh, NC 27636
Reference is made to your letter of October 15, 2013, regarding the project initiation for
Phase IIIB of the Cross -City Trail Greenway, a portion of a 15 mile trail crossing the City of
Wilmington, New Hanover County. Phase IIIB (U-5534B) specifically addresses a public
walkway/pier under the Heide Trask Drawbridge (crossing the Intracoastal Waterway) to provide
safe passage across Hwy 74/76 to the southwest in Wrightsville Beach. The letter requested
information regarding potential environmental impacts and any permits or approvals that may be
required by the Corps.
We have reviewed the subject proposal and based upon a review of the information
provided and available maps, the construction of Phase lIIB is likely to cross jurisdictional
features within the study corridor. There appears to be jurisdictional areas that come under the
regulatory authority of Section 404 of the Clean Water Act and Section 10 of the Rivers and
Harbor Act. Any discharge of excavated or fill material into waters of the United States and/or
any adjacent wetlands would require Department of the Army (DA) permit authorization.
Additionally any work under or over Section 10 waters would likely require a DA permit. The
type of DA authorization required (i.e., general or individual permit) will be determined by the
location, Type, and extent of jurisdictional area impacted by the project, and by the project design
and construction limits.
Until additional data is famished which details the extent of the construction limits of the
proposed project, and an onsite inspection is completed with regard to determinations of the
present of jurisdictional waters on the project property, we are unable provide specific comments
concerning DA permit requirements or a recommendation of alternatives. To assist you with
determining permitting requirements, we recommend that you perform a detailed delineation of
the streams and/or wetlands present on the project site. When this i*VT1!ys RECEIVED
DCM WILMINGTON, NC MAY 14 1015
APR 1 7 2015 W"V.WAIlk"µ.v

available, it should be forwarded to our office for review and comment, as well as a
determination of DA permit eligibility.
Should you have any further questions related to DA permits for this project, please
contact me at 910-251-4611.
Sincerely,
Brad Shaver
Regulatory Project Manager
Wilmington Regulatory Field Office
cc: (electronic)
Mr. Mason Herndon, NCDENR-DWQ
Mr. Stephen Lane, NCDENR-DCM
Mr. Steve Sollod, NCDENR-DCM
Mr. Fritz Rhode, NMFS
Ms. Jessi O'Neal Baker, NCDMF
Ms. Emily Hughes, USACE-New Hanover Project Manager
Ms. Liz Hair, USACE-Project Manager
Ms. Renee Gledhill -Earley, NCDCR (SHPO)
Mr. Chris Militscher, USEPA
Mr. Ron Lucas, FHWA
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Stonewall Mathis, NCDOT-Division 3
RECEIVED
MAY 14 1015
f„. .. µ., ,,, k ,,.y
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

From: Jordan, Gary [mailto:[e-mail]]
Sent: Monday, October 21, 2013 3:00 PM
To: Van Duyn, Meredith
Subject: Re: U-5534B (Cross -City Trail Phase IIIB) - Scoping/Start of Study
Ms. Van Duyn,
The U.S. Fish and Wildlife Service does not have any concerns or objections to this project. It
appears that impacts to fish and wildlife resources will be very minimal. Therefore, we do not
have any further comments. Thanks for the opportunity to review.
Gary Jordan
Fish and Wildlife Biologist
US Fish and Wildlife Service
P.O. Box 33726
Raleigh, NC 27636-3726
Phone: [phone] x.32
Email: gary iordanna fws.gov
RFCFIVGD
MAY 14 2015
F'.V ?,, I...el l ➢
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

a
llorth Carolina
Department of Administration
Pat McCrory, Governor
November 21, 2013
Mr. Jeff Moore
City of Wilmington
cto Kimley Born & Assoc.
Post Office Box 33068
Raleigh, North Carolina 27636-3068
Bill Daughtridge, Jr., Secretary
Re: SCH File # 14-E-0000-0176; SCOPING; Proposed project is for Phase HIB of the Cross
City Trail, a pedestrian walkway under the Heide Trask Drawbridge to provide a safe
crossing for cyclists and pedestrians across US 74n6 on the mainland side of the
drawbridge. NCDOT TIP U-5534B
Dear Mr. Moore:
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act
Attached to this letter are comments made in review of this document. The Department of Cultural
Resources has requested additional information prior to their concurrence with the above referenced
document.
Therefore, pursuant to 1 NCAC 25 .0506(c), this office recommends that supplemental documentation
providing the information requested by the Department of Cultural Resources be submitted to the
Clearinghouse for further review and comment.
Attachments
cc: Region 0
Sincerely,
Crysta'PBest
State Environmental Review Clearinghouse
RFCI VEC
MAY 14 7015
RECEIVED
DCM WILMINGTON, NC
Mulling Address: Telephone: [phone] APR 1 7 20jieanan AdJrd::
1301 Mail Service Center Fax [phone] West Jones street
Raleigh, NC 27699-1301 State Courier 451-01-00 Raleigh, North Carolina
e-mail [e-mail]
An Equal Opporlanity/Afl7rmarive Action Employer

Department of Environment and Natural Resources
Project Review Form
Project Number: 14-0176 County: New Hanover Date Received: 10/25/2013
Due Date: 11/15/2013
Project Description: Scoping - Proposed project is for Phase IIIB of the Cross City Trail, a
pedestrian walkway under the Heide Trask Drawbridge to provide a safe
crossing for cyclists and pedestrians across US 74176 on the mainland side of
the drawbridge. ILCspQT TIP _11.1_4¢3413.
NCDOT TIP U-5534B
This Project is being reviewed as indicated below:
Regional ompe
Regional Office Area
In -House Review
Asheville
i/ Air
Air Quality
✓ Coesml Menage8rmt ;
Fayetteville
DWR-SurfaceWater
�/ DCM-Marine Fisheries
Military "Affairs
_ Mooresville
Aquifer Protection
✓ Parks & Recreation
Water Quality
Raleigh
�/ DEMLR-LQ&SW
Waste Mgmt
✓ DWR-Transportation Unit
Washington
v/ UST
Water Resources Mgm t
, Wildlife MHemdon
Wilmington
�/ DWR-PublicWater
_
Water Supply Section
�/ Wildlife —DOT Wilson
Winston-Salem
Manager Sign-OffYRegion:
Date:
in -House Reviewer/Agency:
Response (check all applicable)
RECE'Vr
MAY I
No objection to project as proposed.
No Comment
Insufficient information to complete review
kY: �•..t,r.
0 er (specify or attach comments)
--
RECEIVED
If you have any questions, please contact:
Lyn Hardison at Iyn.hardisonCa�ncdenr.eov or (2521948-3842 O C T 2 9 2013
943 Washington Regional O>liice WasTiiogton NC
2M9
Courier No. 16-04-01
RECEIVED
DCM WILMINGIDITI'
APR 17 2015

MCM-E R
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory Braxton C. Davis
Govemor Director
tt`U37-[i]_31►11i"
TO: Lyn Hardison
Legislative and Intergovernmental Affairs
FROM: Steve Sollod, DCM Transportation Project Coordinator�5
CC: Jeff Moore, ICimley-Horn Associates, Inc.
Debbie Wilson, DCM
Stephen Rynas, DCM
DATE: November 13, 2013
SUBJECT: Scoping Comments
U-5534B, Project Initiation
Proposed Phase IIID Cross -City Trail Pedestrian Walkway
New Hanover County, NC
Project Number: 14-0176
Natural Resources
John E. Skvada, III
Secretary
The North Carolina Division of Coastal Management (DCM) has reviewed the scoping request for the above
referenced project. We appreciate the opportunity to provide information relevant to the potential permitting of
the proposed project by our agency and offer the following comments.
The City of Wilmington and the NC Department of Transportation (NCDOT) are beginning planning and
engineering studies for Phase IIIB of the Gary Shell Cross -City Trail in Wilmington, NC. The trail will provide
I5 miles of bicycle and pedestrian access to various recreational, cultural, and educational destinations. Phase
IIIB consists of a public `walkway/pier" underneath the Heide Trask (Wrightsville Beach) Drawbridge over the
Atlantic Intracoastal Waterway to provide safe crossing of Wrightsville Avenue (US74/76).
Based on the information provided in the scoping letter, it appears that the proposed project will impact Coastal
Area Management Act (CAMA), Areas of Environmental Concern (AEC). Therefore, the proposed project will
require a CAMA Permit. The applicant is encouraged to coordinate with DCM during the planning and design
phases to ensure that the project design and construction is in conformance with the rules of the NC Coastal
Resources Commission.
If you have any questions or concerns, please contact me at [phone], or via e-mail at
steve.sollodQncdenngov. Thank you for your consideration of the North Carolina Coastal Management Program.
1636 Mail Service Center, Raleigh, NC 27699.163E
Intemel: www.nocoastalmanagement.net
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
RECENED
MAY + d 11
An Equl OppoMmty IAfirmaVoAcUm Empiger

0 North Carolina Wildlife Resources Commissiol. 10
Myers, Executive Director
MEMORANDUM
TO: Lyn Hardison, Environmental Assistance Coordinator
Division of Environmental Assistance and Outreach, DENR
FROM: TravisWilson, Highway Project Coordinator
Habitat
/lam
Habitat Conservation Program
DATE: November 14, 2013
SUBJECT: Response to the start of study notification regarding fish and wildlife concerns for
the proposed pedestrian walkway under the Heide Trask Drawbridge, New
Hanover County, North Carolina, NCDOT TIP No. U-5534B, SCH Project No.
14-0176.
This memorandum responds to a request for our concerns regarding impacts on fisli and
wildlife resources resulting from the subject project. Biologists an the staff of the N. C. Wildlife
Resources Commission (NCWRC) have reviewed the proposed improvements. Our comments
are provided in accordance with certain provisions of the National Environmental Policy Aict (42
U.S.C. 4332(2xc)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; k6
U.S.C.661- 67d).
At this time we do not have any specific concerns related to this project; however, to help
facilitate document preparation and the review process our general informational needs aze
outlined below:
i
1. Description of fishery and wildlife resources within the project area, including
listing of federally or state designated threatened, endangered, or special co. cern
species. Potential borrow areas to be used for project construction should bb
included in the inventories. A listing of designated plant species can be
developed through consultation with:
r
NC Natural Heritage Program i
I
Dept. of Environment & Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601.
WWW.ncnhn.ore I
RECEIVED
MAY 14 71115
�I�WA'IYAI IN b1I Y.
Mailing Address: Division of Inland Fisheries • 1721 Mail Smico Center • Raleigh, NC 276 -1721
Telephone: [phone] • Fax: [phone]
RECEIVIErD
DCM WILMINGTON, NC
APR 1 7 91115

U-5534B Page 2 November 14, 2013
i
I
and,
i
NCDA Plant Conservation Program
P. O. Box 27647
Raleigh, N. C. 27611
[phone]
2. Description of any streams or wetlands affected by the project. The need for
channelizing or relocating portions of streams crossed and the extent of $no$
activities.
3. Cover type maps showing wetland acreages impacted by the pro)ject, Wetland'
acreages should include all project -related areas that may undergo hydrologic
change as a result of ditching, other drainage, or filling for ggrojeet construction.
Wetland identification may be accomplished through coordination with the S.
Army Corps of Engineers (COB), If the COB is not consulted, the person
delineating wetlands should be identified and criteria listed. j
4. Cover type maps showing acreages of upland wildlife habitat impacted by the i
proposed project. Potential borrow sites should be included.
5. The extent to which the project will result in loss, degradation, or fragmentation of
wildlife habitat (wetlands or uplands),
I
6. Mitigation for avoiding, minimizing or compensating for direct and indirect
degradation in habitat quality as well as quantitative losses.
7. A cumulative impact assessment section which analyzes the environmental eg'ects of
highway construction and quantifies the contribution of this individual prof t to
environmental degradation.
8. A discussion of the probable impacts on natural resources which will result "in
secondary development facilitated by the improved road access.
9. If construction of this facility is to be coordinated with other state, municipal, or
private development projects, a description of these projects should be included in
the environmental document, and all project sponsors should be identified. j
Thank you for the opportunity to provide input in the early planning stages for this!
project. If we can further assist your office, please contact me at [phone],
i
i
I
RECEIVED
MAY 14 7015
HWW—'WA w � 14� f

CUBEENR
North Carolina Department of Environment and
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
October 28, 2013
u t u. s 9a t 1
Natural Resources
To: Jeff Moore, PE, Project Manager, Kimley-Horn and Associates, Inc.
From: Mason Herndon, NC Division of Water Resources, Fayetteville Regional Office
John E. Skvada, III
Secretary
Subject: Start of Study comments for Cross -City Trail Phase IIIB, proposed pedestrian walkway under the
Heidi Trask (Wrightsville Beach) Drawbridge in New Hanover County, NCDOT TIP Project U-
5534B, WBS 44096, Federal Aid Number STPDA-0332(44)
Reference your correspondence dated October 15, 2013 in which you requested comments for the referenced
project. Preliminary analysis of the project reveals the potential for multiple impacts to streams and
jurisdictional wetlands in the project area. More specifically, impacts to:
Stream
Stream Index
303(d)
Stream Name
River Basin
Classifications
Number
Listing
Wrightsville Recreational Area
I Cape Fear
I SB#
18-87-24
Y
# Discharges of sewage are prohibited to segments classified SB or SC with a pound sign according to the provisions of 15 NCAC
213 .0203 and 2H .0404(a) in order to protect adjacent shell fishing waters.
Further investigations at a higher resolution should be undertaken to verify the presence of other streams
and/or jurisdictional wetlands in the area. In the event that any jurisdictional areas are identified, the
Division of Water Resources requests that New Hanover County consider the following environmental issues
for the proposed project:
Project Specific Comments:
1. Wrightsville Recreational Area are class SB; 303(d) waters of the State. Wrightsville Recreational Area
is on the 303(d) list for impaired use for aquatic life due to loss of use. NCDWR is very concerned with
sediment and erosion impacts that could result from this project. NCDWR requests that road design
plans provide treatment of the storm water runoff through best management practices as detailed in the
most recent version of NCDWR's Stormwater Best Management Practices.
2. DWR cannot comment on permit requirements with the limited information provided. Detailed field
delineation is required to determine the presence or absence of jurisdictional resources within the RECEIVED
project limits. In addition, NCDOT must provide an estimate of impacts to any resources located within
the construction limits of the project before we can specifically comment on DWR permit eligibility. MAY 14 1015
3. Please be advised that a 401 Water Quality Certification requires satisfactory protection of water quality ^-^
to ensure that water quality standards are met and no wetland or stream uses are lost. Final permit
Transportation and Pennilling unit �jOne
1650 Mail Service Center, Ralegh, North Carolina 27699-1617 R EC E IV E D hCarolina
Location: 512 N. Salisbury St. RaII North Carolina 27604
Phone: [phone] FAX: 91M07-6488 DCM WILMINGTON, &rally
Internal:x ,nowateraualtv.oro
An Equal Oppodunity l Affirmative Action Employer APR 1 7 7015

authorization will require the submittal of a formal application by the NCDOT and written concurrence
from NCDWR. Please be aware that any approval will be contingent on appropriate avoidance and
minimization of wetland and stream impacts to the maximum extent practical, the development of an
acceptable stormwater management plan, and the inclusion of appropriate mitigation plans where
appropriate.
General Project Comments:
5. The environmental document should provide a detailed and itemized presentation of the proposed
impacts to wetlands and streams with corresponding mapping. If mitigation is necessary as required by
15A NCAC 2H.0506(h), it is preferable to present a conceptual (if not finalized) mitigation plan with
the environmental documentation. Appropriate mitigation plans will be required prior to issuance of a
401 Water Quality Certification.
6. Environmental impact statement alternatives shall consider design criteria that reduce the impacts to
streams and wetlands from storm water runoff. These alternatives shall include road designs that allow
for treatment of the storm water runoff through best management practices as detailed in the most
recent version of NCD WR's Stormwater Best Management Practices Manual, July 2007, such as
grassed swales, buffer areas, preformed scour holes, retention basins, etc.
After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality
Certification, the NCDOT is respectfully reminded that they will need to demonstrate the avoidance
and minimization of impacts to wetlands (and streams) to the maximum extent practical. In
accordance with the Environmental Management Commission's Rules { 15A NCAC 2H.0506(h)),
mitigation will be required for impacts of greater than 1 acre to wetlands. In the event that mitigation
is required, the mitigation plan shall be designed to replace appropriate lost functions and values. The
NC Ecosystem Enhancement Program may be available for use as wetland mitigation.
8. In accordance with the Environmental Management Commission's Rules { 15A NCAC 2H.0506(h)),
mitigation will be required for impacts of greater than 150 linear feet to any single stream. In the event
that mitigation is required, the mitigation plan shall be designed to replace appropriate lost functions
and values. The NC Ecosystem Enhancement Program may be available for use as stream mitigation.
9. Future documentation, including the 401 Water Quality Certification Application, shall continue to
include an itemized listing of the proposed wetland and stream impacts with corresponding mapping.
10. NCDWR is very concerned with sediment and erosion impacts that could result from this project.
NCDOT shall address these concerns by describing the potential impacts that may occur to the aquatic
environments and any mitigating factors that would reduce the impacts.
11. An analysis of cumulative and secondary impacts anticipated as a result of this project is required. The
type and detail of analysis shall conform to the NC Division of Water Resource Policy on the
assessment of secondary and cumulative impacts dated April 10, 2004.
12. NCDOT is respectfully reminded that all impacts, including but not limited to, bridging, fill, excavation
and clearing, and rip rap to jurisdictional wetlands, streams, and riparian buffers need to be included in
the final impact calculations. These impacts, in addition to any construction impacts, temporary or RECEIVED
otherwise, also need to be included as part of the 401 Water Quality Certification Application.
MAY 14 2015
13. Where streams must be crossed, NCDWR prefers bridges be used in lieu of culverts. However, we ����� k;ry
realize that economic considerations often require the use of culverts. Please be advised that culverts
should be countersunk to allow unimpeded passage by fish and other aquatcc or, gajV.lbreover, in
EC
DCM WILMINGTON, NC
APR 1 7 7015

areas where high quality wetlands or streams are impacted, a bridge may prove preferable. When
applicable, NCDOT should not install the bridge bents in the creek, to the maximum extent practicable.
14. Whenever possible, NCDWR prefers spanning structures. Spanning structures usually do not require
work within the stream or grubbing of the streambanks and do not require stream channel realignment.
The horizontal and vertical clearances provided by bridges shall allow for human and wildlife passage
beneath the structure. Fish passage and navigation by canoeists and boaters shall not be blocked.
Bridge supports (bents) should not be placed in the stream when possible.
15. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the
bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
NCDWR's Stormwater Best Management Practices.
16. Sediment and erosion control measures should not be placed in wetlands or streams.
7. Borrow/waste areas should avoid wetlands to the maximum extent practical. Impacts to wetlands in
borrow/waste areas will need to be presented in the 401 Water Quality Certification and could
precipitate compensatory mitigation.
18. The 401 Water Quality Certification application will need to specifically address the proposed methods
for stormwater management. More specifically, stormwater shall not be permitted to discharge directly
into streams or surface waters.
19. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall
not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and
fish kills.
20. If temporary access roads or detours are constructed, the site shall be graded to its preconstruction
contours and elevations. Disturbed areas shall be seeded or mulched to stabilize the soil and
appropriate native woody species shall be planted. When using temporary structures the area shall be
cleared but not grubbed. Clearing the area with chain saws, mowers, bush -hogs, or other mechanized
equipment and leaving the stumps and root mat intact allows the area to re -vegetate naturally and
minimum soil disturbance.
21. Unless otherwise authorized, placement of culverts and other structures in waters and streams shall be
placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48
inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to
allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and downstream
of the above structures. The applicant is required to provide evidence that the equilibrium is being
maintained if requested in writing by NCDWR. If this condition is unable to be met due to bedrock or
other limiting features encountered during construction, please contact NCDWR for guidance on how
to proceed and to determine whether or not a permit modification will be required.
22. If multiple pipes or barrels are required, they shall be designed to mimic natural stream cross section as
closely as possible including pipes or barrels at flood plain elevation, floodplain benches, and/or sills RECEIVED
may be required where appropriate. Widening the stream channel should be avoided. Stream channel
widening at the inlet or outlet end of structures typically decreases water velocity causing sediment MAY 14 2015
deposition that requires increased maintenance and disrupts aquatic life passage.
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

23. If foundation test borings are necessary; it shall be noted in the document. Geotechnical work is
approved under General 401 Certification Number 3883/Nationwide Permit No. 6 for Survey
Activities.
24. Sediment and erosion control measures sufficient to protect water resources must be implemented and
maintained in accordance with the most recent version of North Carolina Sediment and Erosion
Control Planning and Design Manual and the most recent version of NCS000250.
25. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities manual
such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent
excavation in flowing water.
26. While the use of National Wetland Inventory (NWI) maps, NC Coastal Region Evaluation of Wetland
Significance (NC -CREWS) maps and soil survey maps are useful tools, their inherent inaccuracies
require that qualified personnel perform onsite wetland delineations prior to permit approval.
27. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into streams. This equipment
shall be inspected daily and maintained to prevent contamination of surface waters from leaking fuels,
lubricants, hydraulic fluids, or other toxic materials.
28. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be properly designed,
sized and installed.
29. Riparian vegetation (native trees and shrubs) shall be preserved to the maximum extent possible.
Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
Thank you for requesting our input at this time. NCDOT is reminded that issuance of a 401 Water Quality
Certification requires that appropriate measures be instituted to ensure that water quality standards are met
and designated uses are not degraded or lost. If you have any questions or require additional information,
please contact Mason Herndon at [phone] or [e-mail].
ec: Brad Shaver, US Army Corps of Engineers, Wilmington Field Office
Stoney Mathis, Division 3 Environmental Officer
Travis Wilson, NC Wildlife Resources Commission
Stephen Lane, NC Coastal Management
Steve Sollod, NC Coastal Management
Jessi O'Neal Baker, NC Coastal Management
Ron Lucas, Federal Highway Administration
Chris Militscher, Environmental Protection Agency
Gary Jordan, US Fish and Wildlife Service
Jim Gregson, NCDWR, Wilmington Regional Office
Jackie Roddy, NCDWR
Hannah Headrick, NCDWR, Water Quality Programs
Lyn Hardison, DENR Environmental Assistance Coordinator
Sonia Carrillo, NCDWR Central Office
File Copy
RECEIVED
MAY 14 R15
bF"W w,l ,4 h.,, ,.

Department of Environmentand Natarai Resources
Project Review Form
Project Number: 14-0176 County: New Hanover Date Received: 10/25/2013
Due Date")" Y •5-O tW&
Project Description: Scoping - Proposed pro ect Is for Phase IIIB of the Cross City Trait, a
pedestrian walkway under the Heide Trask Drawbridge to provide a safe
crossing for cyclists and pedestrians across US 7476 on the mainland side of
the drawbridge.
TIP U-65348
This Project is being reviewed as indicated be] ow:
Regional Office
Regional Office Area
In -House Review
— Asheville
Air 1) G t o y
Air Quality ✓ Coastal Mattegement
—FaYetteville
R-SurfaceWatu O
✓
DCM-Marine _Military
AffairsDW
— Mooresville
Aquifer Protection
✓
Perks & Recreation _
Water Quality
Raleigh
�/ DEMLR-LQ&SWlo,Solt3
Waste Mgml ✓
DWR.nansMpGrtat nUnil.
H rn n
— Washington
41 t
UST wyt,1l1Nlf3 t>'1
-
Water Resources Mgmt _
Wgdlifo
✓ tWilim(ggton�l
✓ DWR-PubOcWater
_
Water Supply Section t/
Wildlife —DOT T.Wilso
Winston-Salem
lo`D
Manager Sign-OfflRegion:
Date:
In -House Reviewer/Agency:
Response (check all applicable)
No objection to project as proposed, —
No Comment
— Insufficient information to complete review —
Other (specify or aaacb comments)
If you have any questions, please contact;
Lyn Hardison at ! n.h� ra disan
ed ov or [phone]
943 Washington Regional Utfice Washington NC27889
Courier No. 16.04-01
RECEIVED
HAY 14 1015
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

bmw at Aaron uIartswo,
Department of Envimuulent and Natural Resources Reviewing Office: Wilmington Rae one] Office
INTLRGOVERMo[ENTALREVIEW•PROJECT COMAMTS Pm1MN°" + D`Dax
Aft, retgew of Title project it has been Acterminrd am the BNR p,mit(s) aW rapprovals indicated meynead w be obtained In ode, for this project to mmplywlth Natb
Carolina Law. Quamiom regarding them permha should be addressed TO the Regional Office Indicated on the t"Notofthe form. All 11,31911CAI G information and Sulderna
.. ...,..,I,e ee awe,.LM hn,n lhr none aeoiOrlJ onloo.
No I'Pmtds
Time,
PBRISM
SPECIAL APpucmioN PROCEDURPS a RBQUmDRI.NPS
lmory Time brit
Permit to mmmct& oponte. wastewater treatment
AppUcatim 90 daysiedom begin am maelmt Oramod of Construction MMTUs.On-rim
30 days
(9D days)
❑
facilities, tower system aeremims&saw, systems
inspection, Pon-sppiicelim(Whnical mnferena 11061- j
era citzharglng into stare surface Waers.
u
Application IRD days before begin activity 0n its Impccnort- Ptb11ildhmim mnf,ence
water
hPDFS- pambto diachvgeivm surfae weer mtUor
dimbue!m
uard, Addhlorlciy, obtJupermit to Cpnliructwmtrwetaiwermaa hdlhy-g,utedaf[,
90-120days
❑
surfee
tD ao
pornm oP,a
NPDPS, Reply thin, SO doya s8ermelpt ofphm a Issue ofNFoFS parib'Aichevuia
(WA)
dism,ging into sum mien wags.
later.
30 days
❑
WatarUsa Pamh
Pro-applica0on technical tanfuenw usually, necessary
(WA)
❑
Well Comtmalon Permit
Complete appyeaim m Lbeimelved end permit issued pdalo the it"" a well
7 days
(IS daysl
i
Applioa0oncopymug be savdmoeoh ad)amat dpartm pmpatY owncr.OsrsOe
55 days
❑ '
Dredge end Fill permit
Pm-appneadm coUfamm usual, Fitting mryeequite ligament to PIU from
(90 days)
N.C, Dopaunmt of AdMnAu¢tion md)'adaalDrvdee and F18 Pemh.
KC,
P,md toe m,o& operate "Pollution Abasement
NCAC
Aloicalm trust bastdsmUied and pemil rea'Ived Prior To masbonlon and
opgmlmafthmtce es. if opapnkis raqulred in mares wilhoW kcal swing,
��
❑
facilities U&W ardislon Sources a Pa 15 A
(7Q.01001h u 2Q.D300)
them (hero %to additional aequlmm,re and timrdines(2Q.0113y
P,mUlo mamtnw &nparamTmnspudallon lbdlity se,
Apprittlon most beaubuddd m1am 906ayh pJmmmmmmlan(rmodgealim of the
90days
❑
pat 15ANCAC(2D.DId0,2Q.0601)
emam
❑
Any open burning associated Who AlWart PaePmJ
most be To reanp imae with 15 A NCAC 2D.1900
Demolition mrenuvaGons ofsbomramnulning
t
f
asbestos material most be In mmptimmwith 15 A
Tiodya
❑
NCAC 20.1110(A)(1) which Textures aUnmdon and { WA
(9odoys)
l
removal prior to demolition Contest AAhema Control
Croup 919-707-5950,
Complex Suisse Paring rmulmd uadex)S A NCAC
❑
2D.0800
II
The, Sdimonm0on pollution Control AV of 1973 mug he property addressed for my lad Wstabing mgylty, An madon & sdimmtatlon emvo) ON
Regional 010ce(Land Qudity S IIN) At least 30 days be fore beginning
20dye
i
will berequbd it we or man a,a to be disturbd, Plen flld with Proper
(days)
aaivey. A fen d$65 for We Firers sae a my pen of m a,w M express teNaw calm uauJUbinwitb edWUmal foss. '
Srdimmalim and Noah, control Tutus be ddrused in amordmm with NCD07"s apywydprogrem. PtstihslUalmdm slauW be gM1mmdedgn ate
(3D days)
.❑
I,,,g jOn of appmprlae perimeter sdlmmltrapping devices U wall as sable stomwmu mavoymea and VAIM
t
On-clm impvlim nasal. Surety bond flied with BNR Bmd ammmt vales with type mine
30 Chip
❑
mining pact
sod number of sues of affected lath My we mind grans than ens sae mug be
(60 days)
permitted The appropriate bond nine be rocadvd before One patmU= Wilma
Oa-stelnspeglon by N.C. Divlalon lbredRetaurea Ifpermit esaWs 4 days
I day
❑
North Carolina Burning pmnit
(NIA)
OnahamspealmbyN.C. Dtvldon Porag ltaroutaa mqubd "If momlhm five sues of
Iday
❑
SpcelJ 6rmmd geesmca Doming Perak.22
mButagmia
ground dewing mOvidetme IMIvd. inspac0atu should be requested a lees IN days
(WN
eamtiesraumd al N. sour
l
I before ammi boon la Pittard'
W120 dye
( oil Relb,ing Facilities
N/A
NIA
[f pambrequlyd, appllrarim Till days beFina begin mnsdmdion Applicea mugfihe N.C.
quailfid engiraet to prime plans, Impas mauudm, certify mmwahn a aaading
to EAR approved plans. May also require Times under rnosgallo moon! progrun. And a
30 dayi
❑
Dam Safety PemU
404 perrnufro a Corps of Engineers An impartial of ate is Tommy rn verify Berard
man ammpmyUeapp11cauired additional
(60 can)
pracWSlnE foe bad m a p,sentego or do Intel prajea art wW be required
prNNngon.A based ore, pmemg20f th
upon completion.
RECEIVED
MAY I A 7015
jl('An '0— yrlN
DCM WILMINGTON, NC
APR 17 2015

—�
Nomml PradaTime
I'I72MITS
SPECIAL APPUCA770N PROCEDURES 0rWUIft11rIS
Ittautmynme hmh)
'
Pile sumly boon of SUM with En running 10 State of NC conditions) 010
10 days
❑
Patrols to drill enplavory oil or ga well
any well uponedby(till altnarslrall, upon abmMmonax, re plugged accddingto
WA
L•NR ells MdregululMs.
Application 11161 a Ina 10 tiny$ prior so.issue of parch. Appiicriian b)
f0�
❑
Geophysical Up)omdon PdmR
later. No standard applicubafatn.
AppiiahonfiAsltdiargbdimcd M$IMOU000m. Mug vIDndeducaiJAM 8,
15-20daya
❑
Sa[elaka Constmdion RnNi
drawings hfatrrcOrro & proof of own rahip otripminnnroperty.
NIA
❑
401 {Naar Quality CatltiaOM
NIA
(1306A
❑
l
CAMA Permit for MAJOR dawammem
SUO.00 fee smut accompany application
55 days
(150,19s)
Q
A'
CAMA permit for MINORdovdopmMl
SS(I fee'rrmatemompMy application
22 doss
(25 days)
Several somatic moruroe,n, Are, Ironed In or near due pmjed arm Tray monomer[neWtto.bamovedm daUoyad,pleamndgy:
Q
N.0 Gametic survey. Tax 27687 Raleigh, W. 27611
0,
AbartdoanMl of any walk, if required mutt be in accordance, wiW Tale 15A.SuWatiaer RC.0100.
Ndifwilon of the pmpwmglmW office is regatlnd if Wau' undergmmd aorage Ia kt(USTS)am discovered during my acavalM opairs—
Cmnp1i%nce with ISANCAC 2N 1000 (Cosmal Slmmwater Rulea) is ruplitd.
45 den
(Wh))
Q
Tar Petnilm or News Riparian BufferRulaempbed.
P1Ma and specifications forth Mnstnsrtion. oapamion, or shsmaion of a public watersyatmr lbabeVinywed by the Division of Water
Q
liesoutasa'ublic Wavy Supply SuoM prior in the mad of a contrasts or the Initiation of rAalmrtiw as pa ISA NCAC 18C.0300 a seq. Plans end
30 days
apWficat{Ms thoWd b, avhmhte4 mlfi3d:Matt Service Corder, ILddpd4 North Cmbhaa 27fi99-1634..All paWle wetaauppy tyaems mug comply
with stale. and Indual drinking watt, monitoring rmulrcmentn For more WormedM, eemad the Public W dvSupptySettlon, [phone].
H existing witor line will bemlo lied during the onmvttalon, plerslor thtwalaBrsetelanOM'must be submitted loth, Dividon of Wale.
Q
RaaourcraMublle Winer Supp)ySetson at 1634 Mall Service Crania. Raleigh. Norh CaooHM27699-1634. To mom lnforma)oa, Mass theAlbilc
30drA
WazerSbpply Sed{on, (9l9) 707,91DD.
a 00r//reommws(ritadhSaddlltlond page stem/eavry, berrgoaWnto oae can,Mllt mer�orily)
�.d ��"aaat-..r f Gua+e_r�
y/
,.�A' )v..�'` r.T�}.� Sa7,(rc_✓�/Ys..-eJ�T•.s.
q!�/'D6yA•,.�
it 21 I S Ln r..r7+n* 6oyAccv7 �0 7&d- rfi rA' Lnrt.za% .ZY' t s l,�sRa.l
AtvRaaf7 A- 14344k o700' X--c' t(✓W, jfi07".
I
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office luarked below.
❑ Asheville Regional Office. 0HootrsvilleRegional Office 0•WihtdngtonRegional Office
2090 US Highway 70 610 Bast Center Avenue, Suite 301 127 Cardinal Drive&tension
Swannanoa, NC 28778 Mooresville, NC 28115 Wilmington, NC 28405
[phone] [phone] [phone]
0 Fayetteville Regional Office
225 North Green Street, Suite 714
Fayetteville, NC 28301-5043
[phone]
Intagovermnwud Toni, Sepmabe 2013
0 Raleigh Regional Of car
3800 Barrett Drive, Suitor 101
Raleigh, NC 27609
[phone]
0 Washington.Rogional Office
943 Washington Square Mall
Washington, NC 2788P
[phone]
0 Wtnston-Sslern Regional Office
5115 WangbtownStreet
Winston-Salem, NC 27107
[phone]
RECEIVED
MAY 14 7115
Ht i,I krti W 1,,.u.y.
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

NORTH CAROLINA STATE CLEARINGHOUSE jl�d/ �Y1GL'i
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: NEW HANOVER H12: OTHER STATE NUMBER: 14-E-0000-0176
DATE RECEIVED: 10/21/2013
AGENCY RESPONSE: 11/15/2013
REVIEW CLOSED: 11/20/2013
MS CARRIE ATKINSON
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
CAPE FEAR COG
CC&PS - DIV OF.EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: City of Wilmington
TYPE: National Environmental. Policy Act
Scoping
DESC: Proposed project is for Phase IIIB of the Cross City Trail, a pedestrian walkway
under the Heide Trask Drawbridge to provide a safe crossing for cyclists and
pedestrians across US 74/76 on the mainland side of the drawbridge. NCDOT TIP
U-5534B
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit.your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this off i-5�- at [phone].
AS.A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: F1
SIGNED BY: ZA44"
NO COMMENT COMMENTS ATTACHED
DATE:
RECEIVED
MAY 14 20115
RECEIVED
DCM WILMINGTON, NC
APR 17 2015

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: NEW HANOVER H12: OTHER
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 - ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
CAPE FEAR COG
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: City of Wilmington
TYPE: National Environmental Policy Act
Scoping
qyn/ STATE NUMBER: 14-E-0000-0116
DATE RECEIVED: 10/21/2013
1�� v 11111f AGENCY RESPONSE: 11/15/2013
OCT 2 5 2013 REVIEW CLOSED: 11/20/2013
s 1<�D�
`�„s.
DESC: Proposed project is for Phase IIIB of the Cross City Trail, a pedestrian walkway
under the Heide Trask Drawbridge to provide a safe crossing for cyclists and
pedestrians across US 74/76 on the mainland side of the drawbridge. NCDOT TIP
U-5534B
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEWTHEFOLLOWING IS SUBMITTED: ❑ NO COMMENT A COMMENTS ATTACHED
(11
SIGNED BY: U.Qm
�pu2Dt3
DATE: 11.7. 0
RECEIVED
MAY 14 2015
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: NEW HANOVER H12: OTHER
MS CAROLYN PENNY
CLEARINGHOUSE COORDINATOR
CC&PS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC # 4719
RALEIGH NC
REVIEW DISTRIBUTION
CAPE FEAR COG
CCSPS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: City of Wilmington
TYPE: National Environmental Policy Act
Scoping
1gECEI VW
OCI 2�3 2013
STATE NUMBER:
DATE RECEIVED:
AGENCY RESPONSE
REVIEW CLOSED:
14-E-0000-0176
10/21/2013
11/15/2013
11/20/2013
DESC: Proposed project is for Phase IIIB of the Cross City Trail, a pedestrian walkway
under the Heide Trask Drawbridge to provide a safe crossing for cyclists and
pedestrians across US 74/76 on the mainland side of the drawbridge. NCDOT TIP
U-5534B
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated.date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed,,Rlease contact this office at [phone].
AS A RESULT OF THIS
SIGNED BY:
IS SUBMITTED: a NO COMMENT Y COMMENTS ATTACHED
DATE: -1Dl
RECEIVED
MAY 14 1015
kx�" : ii �k WwV
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015

WS
North Carolina Department of Public Safety
Emergency Management
Pat McCrory, Governor Michael. Director
Frank L. Perry, Secretary
October 29, 201.3 '
Ot"r3
2�v
State Clearinghouse
N.C. Department of Administration
1301 Mail Service Center t^ f Est
Raleigh, North Carolina 27699-1301
Subject: Intergovernmental Review State Number: 14-E-0000-0176
Cross City Trail, New Hanover County
As requested by the North Carolina State Clearinghouse, the North Carolina Department of
Crime Control and Public Safety Division of Emergency Management Office of Geospatial and
Technology Management (GTM) reviewed the proposed project listed above and offer the
following comments:
The project includes development within the Special Flood Hazard Area (SFHA). Refer
to Flood Insurance Rate Map panel 3157. Any development within the SFHA will
require a floodplain development permit from the municipality having jurisdiction: either
the City of Wilmington, the Town of Wrightsville Beach, or New Hanover County.
Please be sure the respective local floodplain administrator reviews and issues permits for
each part of the proposed Cross City Trail within an SFHA.
All structures, elements, and utilities should be protected to the Regulatory Flood
Protection Elevation in accordance with the local ordinance and 44 CFR 60.3.
Thank you for your cooperation and consideration. If you have any questions concerning the
above comments, please contact Dan Brubaker, P.E., CFM, the NC NFIP Engineer at (919) 825-
2300, by email at dan.brub cer cMrtcctjps.ggy or at the address shown on the footer of this
document.
cc:
John Gerber, NFIP State Coordinator
Dan Brubaker, NFIP Engineer
MAILING ADDRESS:
4218 Mail Service Center
Raleigh NC 27699-4218
w 'ncernxrg
Sincerely,
eftDirector
. Ashe, P.E., CFM
Geospatial and Technology Management Offlcg,. y,
An Equal Opportun/ry Employer
S101 P I AVN
a3AI3C3L
GTM OFFICE LOCATION:
4105 Reedy Creek Road
Raleigh, NC 27607
Telephone: [phone]
Pax: (919) 82sJ-4E C E IV E D
DCM WILMINGTON, NC
APR 1 7 2015

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Butos, Adrrmustrator
Governor Pat McCrory
secce" Sown Kluttz
November 4, 2013
Jeff Moore
Kimley-Horn and Associates, Inc.
PO Boa 33068
Raleigh, NC 27636-3068
Office of Archives and Ilistory
Deputy Secretary Kevin Cherry
Re: Cross -City Trial, Phase IIIB under Heide Trask Drawbridge, U-5534B, Wilmington,
New Hanover County, ER 13-2568
Dear Mr. Moore:
Thank you for your letter of October 15, 2013, concerning the above project, which proposes the construction
of a bicycle and pedestrian trail underneath the Heide Trask Drawbridge (US 74/76, Wrightsville Avenue).
There are no recorded archaeological sites within the project area. Because it appears that all of the work will
take place within the previously disturbed DOT right-of-way there is little likelihood that significant
undiscovered archaeological sites will be present. We do not recommend an archaeological survey in regards to
the project
The Heide Trask Drawbridge was determined eligible for listing in the National Register of Historic Places in
2005 under Criterion C for engineering. Before we can comment on any potential effects that this project may
have on historic properties, please forward a copy of the site plan showing the existing and proposed trail,
bridge piers, and shoreline.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or renee.gledl �l -
[e-mail]. In all future communication concerning this project, please cite the above referenced
tracking number. RECEIVED
Sincerely,
�1Ramona M. Bartos
MAY t A 7"A
RECEIVED
DCM WILMINGTON, NC
cc: Mary Pope Furr, NCDOT, [e-mail] APR 1 7 2015
Dawn Snotherly, Wilmington HPC, [e-mail]
Location 109 East Junes Stan, Raleigh NC 27601 Mar7ingAddmas: 4617 Mad Swim Cmtu, Raleigh NC 27699-4617 Telephone/Fu: [phone]/807-6599

Federal Aid #: STPDA-0332(44) TTP#. U-5534B County: New Hanover
CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS
Project Description:
This project is Phase RIB of the Gary Shell Cross -City Trail. This phase consists of a public
walkway underneath the Heide Trask Drawbridge to provide a designated crossing for
cyclists and pedestrians across US 74/76 (Wrightsville Avenue) on the mainland side of
the drawbridge in Wilmington. It begins in the northeast quadrant of the Wrightsville
Avenue/Airfie Road intersection near the terminus of Phase RRi of the Trail (currently in
design). It ends in the southeast quadrant of the same intersection, approximately 450
linear feet from the Bridge Tender Marina parking lot.
On August 5, 1014, representatives of the
[� Federal Highway Administration (FHWA)
© North Carolina State Historic Preservation Office (HPO)
❑ Other
Reviewed the subject project and agreed on the effects findings listed within the table on the
reverse of this signature page.
Signed:
1
FHWA, for the Division Administrator, or other Federal Agency Date
Representative, HPO
Date
RECEi VED
MAY 14 7m
utiw�-G��nN aux
RECEIVED
DCM WILMINGTON, NC
APR 17 2015

Federal Aid #. STPDA-0332(44) TIP#. U-5534B County: New Hanover
Property and Status
Alternative
Effect Finding
Reasons
C. Heide Trask Memorial
Bridge (DE)
Build
Alternative
No Effect
� n
T
IA T
r N T
O
m.
gIaled: F FHWA HPO
r
—� 2A Intends to use the HPO's concurrence as a basis for a "de minimis" finding for the following properties, pursuant to Section 4(f):
0
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Z
C)

H
From: Mairs, Robb L
Sent: Monday, August 31, 2015 9:25 AM
To: Huggett, Doug
Subject: FW: U-5534B - Walkway Under Heide Trask Drawbridge - Green Cards
Attachments: U5534B_Green_Cards_Receipts_20150831.pdf
Fyi. Hard copies are on the way here to Heather's attention
From: iason.hartshorn(aDkimley-horn.com rmailto:iason.hartshorn(d)kimley-horn.coml
Sent: Monday, August 31, 2015 9:11 AM
To: Mairs, Robb L
Subject: U-5534B - Walkway Under Heide Trask Drawbridge - Green Cards
Good morning Robb,
Attached are the certified mail return receipt green cards for the adjacent riparian property owners in Wilmington. I can
send the originals to you overnight if you need the hard copies, just let me know!
Sincerely,
Jason Hartshorn
Kimley-Horn 13001 Weston Parkway, Cary, NC 27513
Direct: 919 678 41551 Mobile: [phone]

9202 7969 0099 9790 2000 0188 82
1. Article Addressed to:.
Bailey and Associates, Inc
PO Box 400
Jacksonville, NC 2040
Agent
X .71'f I /! Q %y%5 . Addesaee
B, Received by (Pu,7nttee�d� Name) 0. Date of ellve
D. Is delivery address different from aem 17 ❑ Yes
If YES enter delivery address below: ❑No
3:Service Type [Certified
4. Restricted Delivery? (Flea Fee) ❑ Yes
PS Form 3811 Domestic Return Recelpt
9214 7969 0099 9790 2000 0187 02
X �T w Addressee
B. Received by (PdrdedNeme) C. Date of Delivery
1. Article Addressed to: D. Is delivery address dlff remfrom item 17 ❑yes
IIY_ES enter delivery, address below: ,13 No
John and Eliza Blackwell, LLC
230 N Elm Street
Suite 2000
Greensboro, NC 27401 - -
3.�Service Type ®,Certified
i
4. Restricted Delivery? (Extra Fee) '❑ Yes
PS Farm 3811 Domestic Return Receipt
❑ Agent
9202 7969 0099 9790 2000 0188'ZS_'-
D,Addressee
)
C. Date of Delivery
.B.�eeelvedby(pgnfedN
1.ArdcieAddressedto:
- - -
D. Is deQveryaddress different from Item l?'❑yes -'
If.V SS r fteeZ dress helow: ❑ No
Baker Family Holdings, LLC
�
PO Box 163
Wrightsville Beach, NC 28480
-
�.Z
I!
F .se l ice Typef®rXLi
ertified
4. esty�-Delivery?.(Exttrr'a�F-ebp ❑ Yes
,
1
PS Form 3811 Domestic Return Receipt

A.
11
9214 7969 0099 9790 2000 0187 02 X
B. Received by (l°rmted Naas)
Article Addressed to: I D. Is delivery address diftdrent from Rem
M YES enter delivery address below:
John and Eliza Blackwell, LLC
230 N Elm Street
Suite 2000
Greensboro, NC 27401
❑ Yes
❑ No
3. Service Type Certified
4. Restricted Delivery? (Extra Fee)
J Y_ 5
PS Form 3811 Domestic Return Recelpl

UNITED STATES POSTAL SERVICE I I I I Fret -Gass
I I Postage 8 Feas
USPS
Permit No. G-10
Jason Hartshorn
Kimley-Horn and Associates
P.O. Box 33068
Raleigh, NC 27636-3068

DENR CAMA Daily Check Log for VARO
Data
Received
Data
Deposited Check From (Name)
Name o/Permit Holder
Vendor
Check
Number
Cheek
amount
Permit NumbeNC anna mils
RePonNReallocafed
4/182015
Archie McGirr and Janet Batten
same First Citizens Bank
same NC State Employees' Credit Union
same B of A -
same Piedmont Advantage Credit Union
Ki _ First Federal
same TD Bank
Thompson 'CresCom Bank
7941
$600 00 bulkhead permit
4/16/2015
Mellinee and John Hurt
3562
$200.00 GP 65139D
4/202015
R. Burak Erem
719
$200 00
i_GP 65185D
4y20/2015
Charles D. Carmen Jr.
1029 _ $200 OO
$200,001
4936 I $100.00
2087 $2 W.00
20158 $250.06
GP 65197D
4202015
Southeastern Coastal Construction Co.
GP 65198D
4262015
Charles Douglas Wilson or Carolyn Wilson
renewal fee, MP 38-12
4202015
Maritime Coastal Construction LLC
GP bo" 6393 Mazelle Tr. OIB
421/2015
Coastal Marine Piers Bulkheads LLC
Tatum
Wells Fargo Bank
major fee, NHCo
4/17/2015
Allied Marine Contractors, LLC
McLeod
B of A
7363 $250.00
1851 $2W-W
major fee, TB, PN
4212015
Kayla Midget)
same
Marine Federal Credit Union
GP 65170D
4212015
Backwater Marine Construction Inc
Frank Pape
BB &T
1589
$2W.00
GP 64601D
4212015
Clements Marine Construction
D Logan
First Citizens Bank
3779
$3W.00
GP 64612D @$200
Jam Properties/Dan Smith transferred from Lucien Ellison
MP 65-07 renewal Q$1 W
4/222015
F and S Marine Contractors Inc,
Williams
PNC Bank
44M
$400.00
GP 64811D
4/212015
Charles D Carmen Jr
same
Piedmont Advantage Credit Union
1029
$2W.00
GP 65197D
422/2015
Willie Clarence Richandson
Town of Holden Beach
BB &T
5995
$2,WO.W
GP 65122D Q$400
James and Jane Warren
GP 65190D
Mable Buchanan
GP 65191 D �5400
Elliott W. and Francis H. Shaver
GP 65192D Q$40D
Judy H. and Paul C. Starks, Jr.
GP 05193D Q$200
4123120151
Thomas Power Systems, Inc.
Thomas Besedin
B of A
3426
W00.00
NOV 15-06D
423/2015
Custom Island Homes by Ken Kisler LLC
William Cmcher
CresCom Bank
3317
$200.00
GP 6206 E. Yactd, Of
4232015
Money order for Brandon Grimes
Donald Howell
Wells Fargo Bank
17-182261643
$300.00
GP 65182D ®$400
4232015
Money order for Brandon Grimes
Michael Kunch
Wells Fargo Bank
17-182261642
$500.00
GP 65183D @$400
4/172015
Kimley-Horn & Assoc, Inc.
City of Wilmington -Heide Trask Bridge Walkway
Weds Fargo Bank
2159574
$400.00
major fee, NHCo
m

FCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R. van der Vaart
Secretary
May 11, 2015
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice Combo:
• City of Wilmington — NH Co.
• Matthews & Baxley — PN Co.
Kyle & Heather: Please publish the attached Notice in the Thursday, May 14, 2015 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment
Management, 127 Cardinal Drive Extension, Wilmington,
(number on file with Elsa Lawrence, Ref acct # 796-7215).
Please email a copy of the credit card receipt to me.
to Shaun Simpson at the NC Divison of Coastal
NC 28405, 910-796-7226. Paying by Credit Card
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
4AZ'P-
Shaun K. Simpson
Permitting Support & Customer Assistance
Division of Coastal Management
cc: WiRO
Jonathan Howell - MHC DCM
Tyler Crumbley - USACE RECEIVED
Michele Walker- DCM
MAY 14 1015
L1411.1W1]u
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www,nccoastalmanagement.net
An Equal Opportunity l Affirmative Action Employer ,�

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for development permits in Areas of
Environmental Concern as designated under the CAMA: On April 17, 2015, the City of Wilmington proposed
to construct a public walkway under the Heide Trask Drawbridge (NC DOT Bridge No. 12), on US Hwy
74176, over the AIWW, in Wilmington, New Hanover County, and on May 4, 2015, Roy Matthews and Ron
Baxley proposed to expand an existing commercial docking facility at 579 Lewis Rd., adjacent to Topsail
Sound, in Hampstead, Pender County. A copy of these applications can be examined or copied at the offices of
Robb Mairs (NH Co.) or Jason Dail (PN Co.), N.C. Dept. of Environment & Natural Resources, Division of
Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, (910-796-7215) during normal business
hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to June 4, 2015 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice
of the permit decision in these matters will be provided upon written request.
RECEIVED
MAY 14 2015

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PLANS
10 0 20
r-
PROFILE (HORIZONTAL)
1 0 2
PROFILE (VERTICAL)
y.1m119.�
_.41tl uRDf�...
4
S biS�,r
''.fFM.fir� �1✓Ey��'F`3
iyln//IMW �J�
RECEIVED
MAY 14 2015
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
- INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
tRLE 51FET
=
IEGQb
61
oFAq!lliONPun
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YMilaWi'RAn Awo PNWYP
cs-trotos
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modal co�TnoL ww
&110 E2
11fiHI1/:G lW D EtEC T1iIC11 P1/1N5
SY 109-0
SRR1L Ur^.EP S. r'ROFU-%NHI RTAY.S
x.,roxa
aeossstirrons
BILL SAFFO
5toz c i ddv MAYOR

Note. Not to Scale
"S.U.E = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISI'0N OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY
State Line
County Una
Township Line
City Line
Reservation Una
Property Line
—
Existing Iron Pin
O
Property Comer
�•
Property Monument
0
Parcel/Sequence Number
Existing Fence Una
-x—•—•-
Proposed Woven Wire Fence
Proposed Chain Link Fence
c
Proposed Barbed Wire Fence
- 9
Existing Weiland Boundary
----�----
Proposed Weiland Boundary
—�—
Existing Endangered Animal Boundary
—•--
Existing Endangered Plant Boundary
—a•
BUILDINGS AND OTHER CULTURE.-
Gas Pump Vent or UG Tank Cap
O
Sign
0
Well
Small Mine
R'
Foundation
Q
Area Outline
0
Cemetery
Building
�0--�-�--7
U
School
Church
r
Dam
BYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Swamp Marsh
Proposed Lateral, Tail, Head Ditch
False Sump
RAILROADS.•
Standard Gauge
RR Signal Milepost ,nor a
Switch
RR Abandoned — — — —
RR Dismantled --
RIGHT OF WAY:
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
-
Proposed Right of Way Una
--�—
Proposed Right of Way Line with
A
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of AccessED
--:--
Proposed Control of Access
�—
Existing Easement Line
--E--
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement—
—TDE—
Proposed Permanent Drainage Easement—
—PDE—
Proposed Permanent Utility Easement
—ME—
ROADS AND RELATED FEATURES.
Existing Edge of Pavement --
Existing Curb --
Proposed Slope Stakes Cut
--- ---
Proposed Slope Stakes Fill
---g---
Proposed Wheel Chair Ramp
Curb Cut for Future Wheel Chair Ramp
Q
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.•
Single Tree —
Single Shrub —
Hedge
Woods Line —
Orchard
a
0
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
-----
Storm Sewer Manhole
Storm Sewer
cac w
MUMS -
POWER:
Existing Power Pole
11,
Proposed Power Pole
b
Existing Joint Use Pole
4-
Proposed Joint Use Pole
-6-
Power Manhole
O
Power Line Tower
Power Transformer
0
UG Power Cable Hand Hole
19
H-Frame Pole
•�
Recorded UG Power Line
•—
Designated UG Power Line (S.U.E.`)
TELEPHONE:
Existing Telephone Pole
+
Proposed Telephone Pole
-0-
Telephone Manhole
(D
Telephone Booth
Q
Telephone Pedestal
p
Telephone Cell Tower
UG Telephone Cable Hand Hole
Recorded UG Telephone Cable
+
Designated UG Telephone Cable (S.U.E.•)-----•----
Recorded UG Telephone Conduit
Designated UG UG Telephone Conduit (S.U.E.•)-----^----
Recorded UG Fiber Optics Cable
—• •
Designated UG Fiber Optics Cable (S.U.E.•)-----••^---
Kimley>>> Horn
P.O. BOX 33068 - RALEIGNORTH CAROLI27636-3068
PHONE: (9 I9) BJ 677-2000 FAX: (9 I6> 677-205050 Pr w.r-Dice
wn
�•.
-No.� me " "naroa. •.�
LEGEND
WATER:
Water Manhole
Water Meter
C3
Water Valve
Water Hydrant
45
Recorded UG Wafer Una
•—
Designated UG Water Line (S.U.E.')--
----•----
Above Ground Water Line
K ••+••
TV:
TV Satellite Dish
CC
TV Pedestal
El
TV Tower
UG TV Cable Hand Hole
F57
Recorded UG TV Cable
Designated UG TV Cable (S.U.E.`)
----^----
Recorded UG Fiber Optic Cable
—^^
Designated UG Fiber Optic Cable (S.U.E.•}-----^••---
GAS:
Gas Valve
Gas Meier
Recorded UG Gas Line
Designated UG Gas Una (S.U.E.')----
----•----
Above Ground Gas Una
SANITARY SEWER:
Sanitary Sewer Manhole 40
Sanitary Sewer Cleanout p
UG Sanitary Sewer Line .
Above Ground Sanitary Sewer w sw,:r s.... RECEIVED
Recorded SS Forced Main Line— —.---4AY 14 295
Designated SS Forced Main Una (S.U.E.•)
MISCELLANEOUS:
Utility Pole
•
Utility Pole with Base
p
Utility Located Object
p
Utility Traffic Signal Box
M
Utility Unknown UG Line
R�-E��-�GE�t7+V E D
UG Tank; Water, Gas, Oil — ) M VVIJ-L,JVJJNGTON, NC
A4:; Tank; Water, Gas, Oil
US Test Hole (S.U.E.•)
AP'�i 7 2015
Abandoned According to Utility Records
— AATUR
End of Information
E.O.I.
PROJECT:
WALKWAY UNDER
NOT To SCALE HEIDE TRASK DRAWBRIDGE
O11335046 I 2

GENERAL NOTES
DEY01.1110M NOTES
LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN -ROADWAY MARGARp GRAWINOS
HIGHWAY DESIGN BRANCH-N.O DEPARTMENT OF TRANSPORTATION-MLEIGH, M.C..
DATED JANUARY 201E ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HERESY ARE
CONSIDERED A PART OF THESE PLANS'.
SIG NO.
DESCRIPIAN
BOOM
METHOD OF CLEARING - METHOD 0
2M.02
GUIDE FOR GRADING SLRBGRADE - SECONDARY AND LOCAL
1145Dt
CONCRETE CLING, SUTTEE AND CURB MD Grrm;I
W,O1
CONCRETE SIDEWALK
MILK
GROUND MOUNTED SIGN SUPPORTS
ERATO
ORIENTATION OF GROUND MOUNTED WGNS
BW.EO
MOUNTING OF TYPED. R. ANC YSIGNS ON U-CHMML POSTS
tim.01
WORK ZONE ADVMCE WARNING SIGNS
LT0.02
TEMPORARY LANE CLOSURES
.NHAI
TRAFFIC CONTROL WEIGH TABLES
lll'"I
VIATMNMYWDRK ZONE SIGNS
itOD2
PORTABLE WORK ZONE SIGNS
L15LUl
DRUM
TisL01
FLAGGING DEVICES
Illwal
SKINNY MUM
iSO5D1
TEMPORARY SKT FENCE
UNDER!
SPECIAL SEDIMENT CONTROL: FENCE
1807.01
GRAVEL CONSMUCTION ENTRANCE
77737-717
ALL DISSENSIONS ME IN RADII, EDGE OF PAVEMENT, TO CENTERLINE.
CENTER TO CENTER ON STRIPES. ANCHOR TO FACE Of CURB, UNLESS OWERNIISE
NOTED,
PROVIDE CONSTRUCTION JOINTS IN CONCRETE MU-101 AYS EVERY It MAXIMUM
WHEN wALXS ARE IV RIDE. MATCH WIDTH UNDER IV,
ALL SIGNS AND PAVEMENT MRKINGS ARE TO MEET ME LATEST EDITONS OF THE MUTCO
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) (20D9) AND NCDOT STMDMDS JtVIX,
g
UTILITY NOTES
4
ALLAMM CONSTRUCTION METHODS AND ARTERIALS SHALL SE 14 ACCORDANCE
WITH WE STANDARDS AND MOVIMMENTS OF WE CITY OF WILMINOTOH AM THE
C
CAFE FEM PUBLIC UTILITY AUTHORITY.
CONTRACTOR SHALL. NOTIFY -NORTH CAROLINA OME CALL' (TELEPHONE
O
iM 622-49A9) AT LEAST AS HOURS PRIOR TO BEWNNINO CONS TRVCTION OR
1�
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
'NORTH CARMINA ONE CALL .-
z
THE CONTRACTOR SHALL SE RESPONSLNLE FOR TINE LOCATION MOOR RELOCATION
0
OF ALL EXISTING UTILITIES IN COOROMATON WITH THE APPRORAVATE UTILITY,
AGENCY, OR COMPANY,
Y1
LANDSCAPING GN NOT BLOCK OR NIPF9E THE FOC OR FIRE HYDRANTS A l,MOT
CLEAR SPACE SRAM BE MMTAIMED AROUND THE CIRCUMFERENCE Of ME
HYDRANT
Fp
HYDRANTS MUST 8E LOCATED NOTXW : Of CUM.
t7Ri
ALL UTILITIES THAT ME LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET
Al
$0 THAT TOPSTIMS ARE FLUSH MIN FINISHED GRADE.
20725PECIFIGTIONS
STATEMENT OF CONSTRUCTION
WE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A E-WIOE
CONCRETE MULTFUSE PATH AND S-MO! BOARDWALK ALL CONSTRUCTION
SHALL BE IN ACCORDANCE WITH SCOOT STANDARD SPECIFICATIONS. DATED
20t2 AND THE CITY OF WILMINGTON STANDARDS AND SPECIFICATIONS.
GRADE LINE:
THE GRADE LIKES SHOWN DENOTE TIRE FlMSP ES ELEVATION OF THE PROPOSED
CAL FUTURE SURFACE AT GRADE POINTS BROWN ON WE TYPICAL SECTIONS
LIKES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-M.
CLEMINC:
CLEANING ON THIS PROJECT SHALL BE PERFORATED TO THE LIMITS ESTABLISHED
BY NEMOD 11.
SUPERELEVAMON:
THE MULTI USE PAW IS TO BE SUMMLEVATED AS SHOWN ON PLAN SHEETS,
SUPEPAR EVATION IS TO BE REVOLVED ABOUT THE TIRADE POINTS SHOWN ON
THE TYPICAL SECTIONS.
SIDE ROADS:
THE CONTRACTOR WILL BE MOUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL MOOR, STREETS, MMI1-USE PATHS. AND DRIVES
ENTERING THIS PROJECT, THIS WORK WALL BE PAID FOR AT THE CONTRACT UNIT
PRICE FOR WE PARTICULAR ITEMS INVOLVED,
UTILITIES.
UTILITY OWNERS ON THIS PROJECT ARE:
CRY OF WILMINGTON
CAPE FUR PUBIC UTILITY AUTHORITY
DUME ENERGY
ATST
MAE WARNER CABLE
ANY RELOCATION Of EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
EXCEPT AS SHOWN ON THE PLANS,
WHEELCHAIR RAMPS.
WHEELCKAR RAMP LOCATIONS ARE SHOWN ON THE PLANS.
THE CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHALL BE IN ACCORDANCE
WIMP NCOOT STANDARD 844.05.
SAFETY'
PEDESTRIAN AND BICYCLE SAFETY MOST BE MAJ ITAINED AT ALL TIMES BY
ADMIJAT£ PROJECT UNITS, FENCING, AND SIGNAGE.
EROSION CONTROL:
WE'F VIAL SIZE AND LOCATION OF ALL EROSION COMMON. DEVICES MAY BE ACJUSTEO
BY THE ENGINEER IN WE FIELD. ME CONTRACTOR SHOULD CONSULT WITH THE
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
TRAFFIC CONTROL:
ALL TRAFFIC CONTROL DEVICES AND OPERATIONS MALL
COMMON TO NODOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL
ENLISTING SURVEYS:
SURVEYS HAVE BEEN PROVIDED BY STEWART INC,
IEEE PRESERVwnow
CONTRACTOR TD STAKE THE PAM ALIGNMENT ANO PAVEMENT EOGEB PRIOR TO TREE
CLEARING TO PROVIDE CITY REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES
TO BE CLEARED. CONTRACTOR AND CLEARING CONTRACTOR TO WALK WE STAKED
ALIGNMENT MTN CITY REPRESENTATIVES PRIOR TO TREE CLEARING.
NGOOi:
ANY ALTERATION. RELOCATION OR DEVIATION CONCERNING WE LOCATION OF THIS MULTI,
USE MAIL MTHIN THE CONFINES Of THE MCDOT RIGHTS OF WAY AS PROPOSED SY ME
ATTACHED APPROVED PLANS, SHALL NOT BE ALLOWED UNTIL WRITTEN APPROVAL IN INC
FORM OF AN APPROVED REVISION. HAS BEEN APPLIED FOR, APPROVED AND 15 RAGE A
PART OF THIS AGREEMENT PACKAGE ANO ON SITE FIGURE TO COMPLY WITH THIS
SPECIAL PROVISION MALL RESULT IN AN IMMEDIATE WORK STOPPAGE MO REMOVAL OF
THE OAMALLEO MULT-0SE TRAM OR APPURTANCES,
Kimley)))Horn
P.O. BOA '-' 7 - RALEIGH, NORTH CAROLINA 27636-3068
ONG
PHONE::_ '- =. � i-2000 FAX: [phone]C R xa r-o AIR
T lapfnRr rlm FM OMF.s aeM Ws1pu Ivu„FN M✓aK 2 „ IN1�ypAI,1 el A„rv.F.lt
1 vy 1F! iM pe{riC p/ppsF vq L90M ty mM H N'N ygsa6 RaI� P1 W Yyeuw-
. HNF aewwR AAA ..n1„ vNRRNK.rl„ M.5 =a=e.1„ q tawT-Iw+. „e J...wo*ea nw
MT'.W+ FIFNs.T ee xWy-Idn Pq AFFodo.Fa Fc
H Me.r,IVN P,e .,.00mN.A Lc zB IB
PROJECT NOTES AND
ROADWAY STANDARD
DRAWINGS
WE CONTRACTOR SHALL NOTIFY THE N C. ONE CALL CENTER AT 1400.632-ANE
PRIOR TO STARTING PARK
WE CONTRACTOR SHAM NOTIFY ME CRY CM WRM AKITON (QL045LABM) PRIOR
TO STARTING WORK
WE CONTRACTOR SHALL NOT NAME MY LANE CLOSURES ON CHANGES TO ME
MISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL
FROM THE CITY OF MLMIN SIGN MOOR MOOT
ME CONTRACTOR IS RESPONSIBLE FOP CONFORMING TO ALL LOCAL. STATE AND
FEDERAL MOUIREMENTS MGMDING REMOVAL AND DISPOSAL OF MATERIALS
AND DEEMS.
ALL OUIMMON WORK WILL M COORDINATED BY CONTRACTOR.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED MTN TIME LOCAL UTILITY
PR(XVIOERLS).
CLEMOVTS LOCATED W AREAS OF DEMOLITION OR SUBSEQVENT CONSTRUCTION
THAT ME TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH
MM RE YGRADE
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW
CUTTOOMMIACLEM EDGE FOR MWCMSTRUCW)N, SAWCUTMISTING
ASPHALT ORATE AT LMITS OF NEW CURSMC TO OBTAIN A CLEAN EDG£
CONTRACTOR SHALL RESTORE THE LAY -DOWN AND MAMAS AREA tO ORIGINAL
CONDITION$ AND TO WE SATISFACTION OF WE OWNER. PRIOR TO DEM001LU TION
AT THE CONCLUSION OF THE PROJECT
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS
PERFORMED IN ACCORDANCE WITK SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL W BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED
AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND
DRAWINGS.
AM ITEMS DESIGNATED, TO BE REMOVED SHALL BE RELIOVED COMPLETELY,
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO
BE REMOVED.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY
O SITE UNLESS OWERMSE NOTED M TIES PLAN.
TOPOGRAPHIC INFORMATION SHOWN WAS PROVIDED BY STEWART INC.
TREE PROTECTION MEASURE$ BFMLL BEPROVIDED DURING CONSTRUCTION PER
APPLICABLE PERMITS AND THE BID DOCUMENTS.
ALL MARK MUST BE COMPLETED NATION EXISTING RIGHT-OF-WAY SHOWN
SHEET MOTES
EXISTING UTILITIES AND STRUCTURES SHOWN. BOTH UNDERGROUND AND ABOVE.
ARE BASED ON A FIELD SURVEY PERFORMED BY STEWART INC. ME CONTRACTOR
SHALL LOCATE ALL EXISGHG UTILITIES. UNDERGROUND LINES, AND STRUCTURES
AS NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION. SHALL BE PERFORMED
IN ACCMOMCE WIW "ESE PLANS AND SPECIFICATIONS SET FORTH AND
APPROVED BY THE CITY OF VALMINGTON ME CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL MOURREO PERMITS. ALL TREE PROTECTION FENCING MALL
REMAIN IN PLACE DURING CONSWUCIlOR.
TRAFFIC CONTROLS FOR ANY UTLRT PARK WITHIN ME PUBLIC RIGHT OF WAY
SHALL BE PERFORMED IN COMPLIANCE WITH MCDOT STANDARDS AND THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES GAUTCD).
ENGINEER MOOR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MANS
ANO OR METHODS ASSOCIATED WIN THE PROJECT AS SET FORTH IN THESE PLANS
CONTRACTOR SHALL MAINTAIN AN -AS BIHLT- SET OF DRAWINGS TO RECORD THE
ACTUAL LOGTIONOF ALL PIPING PRIOR TO CONCEALMENT. DRAWNGS SHALL SE
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
RECORD KEEPING.
THE CONTRACTOR, AT ALL TIMES. KEEP ME PREMISES FREE FROM AtCUMDLATIONB
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES M HIS WORK
ALL DEBRIS SHALL BE REMOVED FROM WE PROJECT SITE ON A DAILY BASIS,
U DEPARTURES FROM WE DRAWINGS OR SPECIFICATIONS ME DEEMED NECESSARY
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
SHALLSE SUBMITTEO T➢ THE OWNER FM AEWEW. NO DEPARTURES FROM WE
CONTRACT DOC UMENTS SHALL BE MADE WIW DIR WE EXPRESS WRITTEN
PERMISSION OF THE OWNER
ME CONTACTOR M RESPONSIBLE FOR FIELD V MVYTNG THE ACTUAL AND EXACT
LOCATION, SIZE AND ARTERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJFCT. THE RELOCATION
OF MY UTILITY SERVICES MOUIRM TO COMPLETE MY PORTION OF THESE
CONSTRUCTION PLANS SHALL BE ME RESPONSIBILITY Of WE CONTRACTOR.
ALL SIGNS SHALL BE MOUNTED WIW SIGM EDGE AND TO BE LOCATED AMM ALUM
OF 3 FEET FROM EDGE OF MAIL.
RECEIVED
MAY 14 7015
- --. NYI D-H Lll t I
RECEIVED
DCM WILMINGTON, NC
APR 1 7 2015
PROJE[i.
WALKWAY UNDER
NOT TO SCALE HEIDE TRASK DRAWBRIDGE
0113350+u

TRAFFIC CONTROL
GENERAL NOTES
ADAPT Tiff CORSTMCTIp1 PLAM6.. IREN DIRECTED MY THE ENGINEER, TO MEET FIELD COMITIOMS TO PRESIDE
SAFE AM EFFICIENT TRAFFIC MOVEMENT. OLNOES MAY BE REWIRED MIER PHYSICAL DIMENSIONS M THE
DETAIL OPAMMS. STANpMD DETAILS AND RMOMAY DETAILS ME NOT ATTAINABLE, OR RESULT IN OPLTCATE, OR
LMDESIMED OVERLAMING OF PROVIDES. MODIFICATION MAY INCLUDE: MOVING, EWFLEMEXTIM, C NG OR
REMOVAL OF DEVICES.
THE FOLLODNG GENERAL WYES APPLY AT ALL TIMES FOR THE DONATION OF THE NtffiFRIICTION ASPECT, EXCEPT
MIEN MEOYSE NOTED IN THE PLANS, OR DIRECTED BY THE ENGINEER.
TIME PESTPICRONS
A) W NOT CLOSE OR RANSOM TRAVEL LAMES OM ANY OF THE MAPMYS MITHIN TIRE PROIECT LIMITS FROM
MONDAY THROUGH FRIDAY FROM B M TO 9 M AND FROM A NY TO 7 W
B) W HOT STOP TRAFFIC NITHIN THE PROJECT LIMITS FROM MORAY TMODN FRIDAY FROM B M TO 9 M AND
FROM A PM TO T PM,
Cl DO NOT STOP TRAFFIC FOR MOTE TIAL 15 YINDTES RTHIN THE P ECT LIMITS,
LAVE AND SHOULDER CLWlJRE REQUIREMENTS
0) REMOVE LAME CLOAIRE DEVICES FROM THE WE p VORK IS NOT OEM PERFOFNIM BMW TiE LME
ML RE OR INEM A LANE CLOSURE IS W LONMR NEEDED, OR AS DIRECTED BY THE EMINEER.
E) WEN PERSONNEL ANDTOR EO(JIHMENT ME SOAKING MIMIN 40 FT OF AM OPEN TRAVEL LANE, CLOSE THE
NEAREST OPEN SHQULDER USING ROAORAY STANDARD MOVING W. 1101.04 IALESS Tiff BOOK AREA IS PROTECTED
BY BARRIER OR GNMMIL.
F) WEI1 PERSONNEL ANDIN EGUTPMEHIT ARE MORKING OR THE SFMXA➢91 AILIACENT TO AM tIDIVIDETI FACILITY
AM MITHIN 5 FT OF AM ORM TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING AOADMAY STANDARD)
GAMING M. 1101.02 LRR.ESS THE MORIt AREA IS PROTECTED BY BARRIER OR GWAOMIL.
G) M NOT IORK SIMUTAMOSLY. ON BOTH SIM OF AM OPEN THAVEIIMaY, RTHIN THE FAME LOCATION, OK
A TINT LANE, 710-FRAY ROAD.
PAVEMENT EDGE ESOP OFF RMIREMNTS
H) BACKFILL AT A 6:1 SLOPE W TO THE EDGE AM ELEVATION OF EXISTING PAVEMENT IN AREAS AD-rAMT TD
M OPENED TRAVEL LANE THAT HAS A DROP -OFT AG FOLLOM:
BACIFILL OROP-OFFS THAT EXCEED 2 INCHES ON POAAMYS MITH POSTED SPEED LINTYS OF 45 MFH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES OR ROAOLYYS WITH POSTED WEED LIMITS LESS THAN 45 TOM.
SACKFILL MITH SUITABLE COMPACTED MATERIAL, M APPPWED BY THE ENGINEER.
SIGNING
I) INSTALL ADVANCE NORK ZONE WHOM SIGNS ONES MORN IS MIINM 100 FT FROM THE EWE OF TRAVEL LIME
AM NO MORE THAN THREE 43) DAYS PRIOR TO THE BEGINNING OF WIRSTRUGTiON.
MNEM W MARK IS MIN COHWCIED FOR A FERIOD LOpER THAN ONE MEEK, REMOVE OR COVER ALL ADVANCE MWR
ZONE IMNIM SIGNS. AS DIRECTED By THE EMGI R.
TRAFFIC CONIML MEG"
J) SPACE CHAMNELEZIM DEVICES IN MIRK AREAS GO GREATER THAN TRICE THE IDSTEO SPEED LIMIT tMPH),
EXCEPT 10 FT ON -CENTER IN RADII. AND 3 FT OFF THE EDGE OF AN OPEN TRAVELMY, OWN LANE
CLOSINES ARE NOT IN EFFECT.
PAVEMENT NAPKINS AND MAKERS
K) INSTALL PAVEMENT M AXIMUS AND PAVEMENT MAKERS OR THE FINA. "FACE OF THE MULTT-USE PATH
AND ROAg6AYS AS SHORN IN THE PAVEMENT NAINUNG AND SIGNING PLANS.
L) REFER TO SEGTtON 1205 OF THE MCOOT STANDARD SPECIFICATIONS FOR ROANE AND STRUCTURES
DATED JAWMY 2012 FOR APPLICATION TIMES MO TEMPERATURE CONDITIONS FOR PAVEMENT MLMKIIC9,
M) TIE PROPOSED PAV ENT MAKING LINES TO EXISTING PAVEMENT WAKING LINES.
N) REPLACE ANY PAVEMENT RANKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S AERATION.
PEDESTRIAN AM BICYCLIST SMETY
D) PEDESIVLM ATp SICYCLIST SAFETY MUST BE MAINFAINEO AT ALL TIMES BY ADGINATE PAOIECT LIMIIS,
FENCING, AND STORAGE.
P) MEN COSIgHRIM NEAR DEMA SILK OR MULTI -USE PATH, CLOSE EXISTING MALN ITN TOPE II SAANVO 0E5,
W IpT STMAIX CLOSED' SIGNS OR EACH SAMIGAIE. PLACE A BARRICADE AT ALL APPNOACNFS TO THE DIRAeNT
MORN AREA.
MISCELLAXEdb
01 STGCKPILE EXISTIM SIGNS FOR USE UNIX HELM M TEMPORARY LOCATIUIS OARING CONSTDICTIOM.
R) INSTALL TYPE III BARRICADE KITH 'TRAIL CLOMV SIGN (R1t-2. 48- X 30-) AT WIN ENDS OF
THE MOJECT.
BI ALL ITEMS DESCRIBED MOPE .AND IN THE TPASFIC CONTROL DETAILS ME CONSIMED IWIOENTAL. W
THE 'TEVCARY TRAFFIC CONTROL' PAY ITEM.
TSD-MAY UXDIYIDEO •• (L-LINE5/
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CONTRACTORSWLLLTRANSMsCN 1, FINAL CONNECTION TO FIXTURES SHALL BE MADE USING 42)#12AWG+
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80 CONDUIT TO TYPE S LUMINAWE S. ALL WIRE SPLICES SHALL BE MADE WITH INSULATED WATERTIGHT TERMINAL 0 PROPOSED IN GRACE JUNCTION BOX. SIZE SHALL BE "*L2-24W.TYPE VS, 30i)OR XI'LED PIERbVAtKLU61RWRE MOUNTED
RECEIVED
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LOCATIONS WHERE 98 DEGREE CONDUIT BENDS ARE REQUIRED, THE I V K i8' X i 2 NCDOT STANDARD S= JUNCTION BOX ON A B'POLE .Wf ,AN AA.Ai RASLROAD STRAP 11UJ9JAIRF.ARM DCM WILMINGTON, N
LOCA(70.+1. CONTRACTOR SHALL CON, RACTOR SHOULD US'k CONDUIT BODIES WITH THE OPENING ACCESSIBLE PRQIPDSED STRUCTURE MOUNTD SUBMERSIBLE
COCI0NATE WITH ELECTRIC UTX-ITY FROM THE NEAREST BRIDGE EDGE_ IF CONDOR BCDtES ARE NOT USED, X RATED JUNCTION BOX: SIZESHALLBEASNOTEOON SNJ, TYPEV, BOOK LID LLMINAIRE I
FOR 120I2kOV ELECTRIC%SERN(:E JUNCTION BOXES SHALL BE PLACE-0 UNDER SENTS' WHEN TOTAL CONWIT AIANSSYSUBSCRIPrW. SUBSCRIPT'ARAICATESA APR 17 2015
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MAY 14 2015
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LIGHTING CONTROL CENTER DETAIL
NOT TO SCALE
LIGHTING CONTROL CENTER DETAIL NOTES:
1. CONTRACTOR SHALL PROVOE ADDITIONAL GROUND RODS AS NECESSARY TO MEET
GROUND RESISTANCE REQUIREMENT PER NEC.
LIGHTING CONTROL CENTER PANELBOARD SCHEDULE
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PHOTOCELL AND THE LIGHTING CONTACTOR, CONTRACTOR SHALL AIM THE PHOTOCELL
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2. CONTRACTOR SHALL PROviDE A iIIIA RATED 4 POLE LIGKTIN(!i CONTACTOR
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DCM WILMINGTON, NC
A P R 17 2015
WALKWAY UNDER
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