20020730 Ver 2_CAMA Permit Application_20141230

Pat McCrory John E Skvarla, III
Governor Secretary
December 23, 2014
Division of Coastal Management
MEMORANDUM FFDE
TO Karen Higgins 0 2014
401 Oversight DEMLR - Surface Water Protection
FROM Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinate
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA Application Review
Applicant: N.C. Department of Cultural Resources for NC Battleship Park
Project Location: 101 U S S N C Battleship Rd (NC Hwy 421)
Proposed Project: Hull repair, construction of a walkway, and upgrades to existing fac/lltles
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 January 15, 2015.
If you have any questions regarding the proposed project, contact Robb Mairs at (910)796 -7423
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
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone 910 - 796 -72151 FAX 910 - 395 -3964 Internet vaww nccoastal management net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVES'T'IGATION REPORT
APPLICANT'S NAME: NC Department of Cultural Resources- USS NC Battleship Hull Repair and
Battleship Park Improvements c/o Mr. Tony Romaine
2 LOCATION OF PROJECT SITE The USS North Carolina Battleship Memorial facility, on the west
bank of the Cape Fear River, on Eagle Island, in New Hanover County.
Photo Index - 2006: 204 -6658, 7 -12, H -L 2000: 204 -211, 9 -11, F -L 1989: 179 -38, 13 -15, K -Q
State Plane Coordinates - X: 2316893 Y: 177659 ROVER FILE #- 0- 042415A
LAT:34 °14'11.58 "N LONG: 77 °57'15.53 "W
3 INVESTIGATION TYPE CAMA/D &F
4. INVESTIGATIVE PROCEDURE- Dates of Site Visits — 6/11/2014 (on -site scoping meeting)
Was Applicant Present — Yes and agents
5. PROCESSING PROCEDURE. Application Received — 12/11/2014 (Complete)
Office — Wilmington
6. SITE DESCRIPTION.
(A) Local Land Use Plan — City of Wilmington/New Hanover County 2006 Joint Plan
Land Classification From LUP — Developed (Business District)
(B) AEC(s) Involved CW/EW/ES/PT
(C) Water Dependent: Yes
(D) Intended Ilse: Commercial and Public
(E) Wastewater Treatment: Existing - Municipal sewer system
Planned - N/A
(F) Type of Structures. Existing - USS North Carolina Battleship Memorial facilities
Planned- Cofferdam around hull, elevated memorial walkway and
expedition trail with platforms, bulkhead, docking facility for transient vessels,
parking and visitors center and Battleship Park amenities
(G) Estimated Annual Rate of Erosion- N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
28,490 sq ft.
(Coastal and §404 wetlands)
(B) Non - Vegetated Wetlands
17,850 sq. ft.
8,938 sq ft.
47,060 sq ft
(Open water)
(incorporated)
(C) Other - (Highground Disturbance)
6,832 sq ft.
261,360 sq ft.
9,656 sq. ft
(D) Total Area Disturbed: 380,186 sq. ft. ( -8.7 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open- Closed
8. PROJECT SUMMARY: The applicant proposes to repair the U.S S. N C. Battleship hull, construct a
memorial walkway and upgrade existing facilities

NC Department of Cultural Resources- USS NC Battleship Hull Repair and Battleship Park Improvements
Page Two
9 PROJECT DESCRIPTION
The U.S.S N.C. Battleship Memorial Park is located on Battleship Drive, off US Hwy. 421, on the west
bank of the Cape Fear River, on Eagle Island, in New Hanover County To locate the site from the
Wilmington Regional Office (WiRO) travel south on Market Street (U.S HWY 17) until you reach
Martin Luther King, Jr. Parkway (N.C. HWY 74), which will be located on the right. Turn right and travel
west approximately 3.5 miles until you arrive at North 3rd Street in downtown Wilmington Turn right
onto the Isabel Holmes Bridge over the Northeast Cape Fear River until you reach the light at U.S HWY
17. Turn left on U.S HWY 17 and travel south approximately 1 mile until you reach U.S S N.C. Road
and continue until you reach the U.S.S N.C. Battleship facility and parking area, which will be located on
the left (See Figure 1).
The U.S.S N C. Battleship was brought to its Wilmington berth in 1961 The U.S S. N.0 Battleship
Commission has obtained several permits over the years for maintenance dredging of the basin and other
facility modifications These include State Permits #109 -78, #66 -88, #20 -84 and #75 -02. The
approximately 49 acre property includes a visitors center, parking area, a small maintenance building/yard
and a temporary equipment access ramp to the battleship. The highground area is maintained with lawn
grasses and there are rows of mature oak trees between the sections of the parking lot The visitors center
is constructed on pilings and is located partially over open water on the south side of the basin. It includes
an elevated wooden observation walkway and access bridge to the battleship The southern portion of the
basin and the riverfront (eastern) shoreline of the property is stabilized with various rip rap materials,
large granite stone along the riverfront, and smaller rock, concrete and masonry materials within the
basin Except for the southwest corner of the basin, there are no coastal wetlands along the alignment of
the existing rip rap In this area, the rip rap profile is slightly lower than other areas and allows more
frequent tidal over-wash, allowing Spike Grass (Dzstichlis spicata), Sea Lavender (Limonium spp) and
one small patch of Smooth Cordgrass (Spartina alterniflora) to establish along the shoreline. There is a
small existing access pier and floating dock in the southeastern area of the basin, which facilitates the
on/off loading of visitors ferried over from the downtown Wilmington area (See Figure 2)
The northern and western portion of the tract, between the basin and U S Hwy 421, is mostly wetlands
and species include; Salt Reed Grass (Spartina cynosuroides), Narrow -leaf Cat -tail (Typha angustifolia),
and Saw Grass (Cladzum spp ). Above tidal influence, the vegetation transitions to wooded swamp (§ 404
type wetlands), including Bald Cypress (Taxodium distichum), Black Willow (Salix nigra), Silverhng
(Baccharis hahmifoha), and Comman Reed (Phragmites australis), Common Cat -tail (Typha lat foka),
Narrow- leaved Cat -tail (Typha angustrfolia), Bull Rush (Scirpus spp), and other wetland,species The
U.S Army Corps of Engineers ( USACE) issued a Notice of Jurisdictional Determination (Action ID
SAW — 2010 -00175 dated March 11, 2010 (See Sheet A1.0 and Project Narrative).
The City of Wilmington/New Hanover County Joint 2006 CAMA Land Use Plan classifies adjacent
waters as Conservation, and the adjacent high ground portion of the project area as Developed The
waters of the Cape Fear River are classified SC by the Division of Water Resources. They ARE
designated as a Primary Nursery Area (PNA) by the N.0 Division of Marine Fisheries and they are
CLOSED to the harvest of shellfish. The USACE federally maintained channel, and associated
Wilmington Harbor is located adjacent to the project site.
PROPOSED PROJECT:
The applicant proposes to repair the U S.S. N.C. Battleship hull, construct a memorial walkway and
upgrade existing facilities In 2009, the U.S. Navy required a plan to address the critical structural repairs
required for the battleship or submit a plan to scrap the battleship. The N.0 Division of Coastal
Management (DCM) issued CAMA General Permit #54561 -D on June 16, 2010 to the applicant to allow
for temporary floating docks to facilitate an emergency repair to a portion of the starboard hull based on
the demands of the U S Navy

NC Department of Cultural Resources- USS NC Battleship Hull Repair and Battleship Park Improvements
Page Three
The application states that a cofferdam, measuring approximately 1,785 linear feet would be permanently
installed around the entire ship's hull. The application states the cofferdam would allow the contractor to
properly repair the critically damaged hull per the requirement of the U.S Navy The application states
the cofferdam sheet piles would be driven down within the substrate and into the underlying Castle Hayne
aquifer a distance of approximately 50' and would be located approximately 4 28' above the mean high
water (MHW) boundary Once the cofferdam is installed, dewatering within the cofferdam would be
accomplished through well points Once the dewatering and the substrate or "mud pluff ' has subsided, a
trench would be excavated around the hull to provide access for repairing the hull plates Once the repairs
to the ship's hull is complete, six (6) manually operated weirs each approximately 5' in width would be
built within all the sections of the cofferdam and would be used to allow the flow of tidal water around
the vessel, to prevent stagnation. The application also states the cofferdam would also improve public
safety by isolating the high- voltage corrosion protective system currently located around the hull from
kayakers and other vessels (See Sheets A1.2 through A1.4, BDS -03 and BDS -04 and Project
Narrative).
Once the hull repairs are complete, a new memorial walkway would be constructed on top of the
cofferdam on the southern side of the Battleship On the northern side of the Battleship, existing mooring
lines currently hang too low for the proposed walkway to be constructed over the cofferdam, thus the
walkway would be oriented northward of the existing mooring lines The proposed walkway would
measure approximately 1,985' in length by 14' in width and approximately 11' in height above the
wetland substrate. The walkway would also include an uncovered platform/quarterdeck located on the
southern end of the walkway, measuring approximately 140' in length by 20' in width and two (2)
covered pavilions, each measuring approximately 30' in length by 20' in width, which would provide
educational areas for field trips and shaded area for visitors to take refuge from the weather. These
pavilions would also be located entirely over open water (See Sheets AM through A1.4 and Project
Narrative)
The application states, a pile supported walkway would also extend along the Cape Fear River shoreline
for pedestrian access, measuring approximately 730' in length by 12' in width, which would terminate
onto a covered platform, measuring approximately 32' in length by 28' in width towards the south The
application states that the walkway would be pile supported over the existing rip rap shoreline and allow
for Americans with Disabilities Act (ADA) compliance and would mirror the existing Downtown
Wilmington Riverwalk located along the other side of the Cape Fear and Northeast Cape Fear River. The
application states, a new amphitheater stage would be constructed within the open area located on the
eastern portion of the property, currently being utilized for festivals and concert events (See Sheets AU
and A1.2 and Project Narrative)
The application also proposes an additional elevated walkway (Eagle Island Expedition Trail) for the
purpose of a nature trail/boardwalk to be located within the wetland area north of the battleship,
measuring approximately 2,303' in length by 10' in width. The walkway would include covered and
uncovered platforms to provide outdoor classrooms and overlooks along the shoreline of the river The
majority of the walkway would be located above the MHW boundary and elevated entirely over the
existing wetlands, which would exceed the 6' in width limitation; however, the majority of the existing
wetlands in this area consist primarily of §404 type vegetation, including Common Reed (Phrag-mites
austrahs), aforementioned. The application states that the structure would be elevated approximately 10'
above the substrate to lessen potential shading impact in this area of wetlands (See Sheets ALL through
A1.4 and Project Narrative)
The applicant proposes to construct a new 540 linear foot sheet pile bulkhead with a concrete cap located
waterward of the existing bulkhead located along the south shore of the ship basin The application states
that the bulkhead would have an average distance of approximately 35' with a maximum distance of
approximately 70' waterward of the existing bulkhead. The application also states that an area of
highground above the MEW boundary approximately 6,832 sq. ft. would be excavated, which would
allow the MHW boundary elevation to reach the proposed bulkhead. Once this excavated material is
removed and dewatered onto highground, it would be utilized as a backfill source of the new bulkhead

NC Department of Cultural Resources - USS NC Battleship hull Repair and Battleship Park Improvements
Page pour
The application states the current bulkhead is not linear along the shoreline has recesses and creates an
eddy, which creates conditions where tidally - transported sediments settle in the ship basin Further, the
proposed bulkhead would result in a straighter alignment along the south shore of basin and with the
removal of the highground area waterward of the bulkhead, which may facilitate tidal sediment transport
and help reduce the amount of sediment around the battleship (See Sheets A1.2 through AIA, BDS -02
and Project Narrative).
Upland development would include a new visitors center. The application states that the existing visitors
center would be demolished and a new center would be constructed within the same footprint adjacent to
the new bulkhead, aforementioned; however, the proposed building would be located entirely above the
MHW boundary The two -story building would consist of office space for the battleship staff, a ticket
booth, gift shop, cafeteria and event space The application also states that the existing elevated bridge
from the visitors center to the battleship would be replaced in compliance with the ADA The parking
areas would be replaced and raised to address periodic flooding during storm events The application
states the proposed elevation of the new parking areas would range from approximately 3' to 4' above the
existing grade and constructed with permeable pavement with subsurface infiltration chambers to manage
stormwater runoff The application states the existing parking areas currently drains into the ship basin.
The application also states that a total of 363 parking spaces are proposed, and that the expansion area to
the north of the existing parking area is within and area that has been previously utilized a spoil location
(See Sheets AM through A1.4 and Project Narrative).
The applicant also proposes to replace the existing docking facility with a new public ten (10) -slip
facility A fixed pier, measuring approximately 180' in length by 14' in width would extend from the
southern side of the ship basin towards the north. Access ramps would lead onto three (3) floating finger
docks, each measuring approximately 75' in length by 14' in width and spaced approximately 35' to 50'
apart and would extend perpendicular from the access pier and shipping channel within the ship basin
The application states that these docks would accommodate transient vessels, to include canoe and kayak
access. Another floating dock, measuring approximately 210' in length and ranging from 20' to 40' in
width would be located on the southern end of the docking facility, which would follow the shoreline as it
turns towards the south, creating an "L- shaped" configuration The application states that this floating
dock would replace the existing floating dock currently utilized by the ferry boat from downtown
Wilmington Due to the proximity of the Federal channel in this location of the Cape Fear River, the
pilings for the proposed floating dock would be located dust landward of the Wilmington Harbor Line,
however, the floating dock and half of the fixed access piers would encroach into the Wilmington Harbor
Line The application states that these structures are designed to be removed if required by the USACE
The proposed floating dock would provide side to transient slips for up to 10 vessels. The existing water
depths in the location of the proposed floating docks range from approximately -3' to -28' @ normal low
water (NLW). The applicant states that there are no services proposed such as fuel, maintenance, etc. In
addition, the application states that a dock master's office with restrooms would be constructed landward
side of the shoreline of the docking facility to allow access management to the docks The application
states the proposed dock system would also be of sufficient width to comply with ADA requirements (See
Sheets A1.0, through A1.4 and Project Narrative)
The applicant submitted an Environmental Assessment (EA) with Finding of No Significant Impact
(FONSI) to document compliance with the N.C. State Environmental Protection Act (SEPA) and
submitted it for review through the N C Department of Administration State Environmental Review
Clearinghouse. The applicant also held a scopmg meeting at the N.C. U.S.S. Battleship facility on June
11, 2014 with the interested review agencies
10. ANTICIPATED IMPACTS
The proposed permanent cofferdam would incorporate approximately 1,785 sq ft. of Estuarine Waters
and Public Trust Area and would also be excavated of approximately 17,850 sq. ft of shallow bottom
material to allow for the repair of the battleship hull in an area previously excavated.

NC Department of Cultural Resources - USS NC Battleship hull Repair and Battleship Park Improvements
Page Five
The cofferdam would include six (6) manually operated weirs, each measuring approximately 5' in width
built within all the sections of the cofferdam and would be used to allow the flow of tidal water around
the vessel, to prevent stagnation. The proposed elevated memorial walkway and associated covered
platforms would incorporate a total of approximately 31,790 sq. ft of Estuarine Waters and Public Trust
Area, essentially within an area of the existing ship basin which has been usurped with the existing
battleship
The proposed walkway would shade approximately 5,460 sq. ft of Coastal and §404 wetlands type
vegetation, which consists primarily of Smooth Cordgrass (Spartina alterniora) and Comman Reed
(Phragmites australis). The proposed elevated Eagle Island Expedition Trail would incorporate
approximately 600 sq. ft. of Estuarine Waters and Public Trust Area and would shade approximately
23,030 sq ft. of §404 wetlands type vegetation which Comman Reed (Phragmites australas), Common
Cat -tail (Typha latifolia), Narrow- leaved Cat -tail (Typha angustifoha), Bull Rush (Scirpus spp.) and other
wetland species.
The proposed walkway and the covered platform along the Cape Fear River shoreline would incorporate
approximately 9,656 sq. ft. of highground area The proposed shoreline stabilization would impact
approximately 7,153 sq. ft. of Estuarine Waters and Public Trust Area, essentially within an area of the
existing ship basin which has been usurped with the existing battleship The proposed highground
excavation to facilitate circulation with the ship basin would impact approximately 6,832 sq ft. of
highground, essentially creating the same amount of sq. ft of Estuarine Waters and Public Trust Area
The proposed upland redevelopment and new development would impact approximately 261,360 sq. ft. of
highground area
As proposed, the docking facility would incorporate approximately 14,670 sq ft. of Estuarine Waters and
Public Trust Area. These structures would conform to the 1/4 distance rule, however, the floating docks
would encroach into the Wilmington Harbor Line. The application states the fixed support pilings of the
floating docks would not encroach into the Wilmington Harbor Line and that these floating structures are
designed to be removed if required by the USACE. The proposed floating docks would provide transient
slips for up to ten (10) vessels within existing water depths ranging from approximately -3' to -28' @
NLW Minor increases in turbidity should be expected during the dredging event, however no long term
adverse impacts are anticipated
Submitted by: Robb L Mairs Date: December 22, 2014 Office: Wilmington

R, E0EI \{i_.I
DCM WiWiINGTON, NG
DEC 1 8 2
PROJECT NARRATOVE
The project site is located on the west bank of the Northeast Cape Fear River across from
downtown Wilmington and is comprised of the existing USS North Carolina (USS NC)
Memorial Battleship basin, the Battleship Park and the marsh adjacent to the north of the
basin. The property is identified as New Hanover County Parcel ID R04700- 006 -001-
000 and is owned by the State of North Carolina. Existing site development features
include the battleship, the visitor center building, a covered building used for public and
private events at the Park, associated gravel and asphalt drives and parking areas, a
bulkhead along the south shoreline, a former dredge spoil disposal area, a storage trailer,
and Battleship Drive, which is an asphalt paved road providing site access from NC
Highway 133/421. The site has operated as the Battleship USS NC Memorial since 1962
under the care of the North Carolina Battleship Commission (Commission).
The battleship USS NC is located in a man-made inlet that is open to the Northeast Cape
Fear River. Tidally influenced wetlands are located adjacent to the inlet, with small
portions being coastal wetland, as defined by the Coastal Area Management Act
(CAMA). The majority of the wetlands are non - coastal, 404 jurisdictional dominated by
Phragmites austrahs A Normal High Water Line (NHWL), as defined by LAMA, is
present along the Northeast Cape Fear River shoreline and the shoreline within the ship
basin. Areas of Environmental Concern (AECs) on the project site include the Coastal
Wetland AEC limited to the coastal wetlands in the tidally- influenced ditch along
Battleship Drive and adjacent to the Northeast Cape Fear River, and the Coastal
Shoreline AEC which extends 75 -feet landward from the NHWL. There is also a 30 -foot
setback from the NHWL for non - water - dependent uses. However, it is our opinion that
this project site qualifies as an Urban Waterfront per 15A NCAC 07H.0209(g), due to the
existing water and sewer utility availability and existing development (visitor center,
parking lot, public park space), which allows for the 30 -foot setback to be relaxed.
Jurisdictional delineation of wetlands (including coastal wetlands) and determination of
the NHWL was performed by S &ME in late December 2009 and early January 2010. A
Notification of Jurisdictional Determination, Action ID SAW- 2010 - 00175, dated March
11, 2010, was issued by the United States Army Corp of Engineers USACE. S &ME also
prepared an Environmental Assessment (EA) with Finding of No Significant Impact
( FONSI) to document compliance with the North Carolina State Environmental
Protection Act (SEPA) and submitted it for review through the North Carolina
Department of Administration State Environmental Review Clearinghouse. Reviewing
agencies concurred with the FONSI with one design- related comment from NC Division
of Marine Fisheries regarding sufficient tidal flow into the cofferdam once the hull repair
is complete and requesting details of the weirs be submitted with the application. It also
should be noted that permits for maintenance dredging of the ship basin were issued in
1978 and 1988 and have been included with the application package.
In 2009, the U.S. Navy required a plan to address the critical structural repairs required
for the battleship or submit a plan to scrap the battleship. In part, the Commission
proposed an emergency hull repair project on a small portion of the battleship's forward
starboard hull, which was completed 2011 through the use of aflange- mounted,
detachable cofferdam. The purpose of that effort was to replace the thinnest section of
the hull to prevent flooding and the potential of a release of the oil/water mixture used as

USS NC Hull Repair and Park Improvements S &ME Project No 4305 -14 -078
Wilmington New Hanover County North Carolina December 11, 2014
a ballast within the hull. To further address the Navy's request for completing all repairs,
the Commission submitted a $17 million plan to make comprehensive and 'life- saving'
repairs to secure the Memorial for future generations A complete ship wide hull repair
will enable a long -term and affordable solution for annual maintenance, and add
significant new memorial and educational upgrades to the visitor experience.
In response to the Navy's demands for repairs, the Commission and the North Carolina
Department of Cultural Resources ( NCDCR) began researching methods to repair the
hull and came to the conclusion that the least impact to the environment and an
economical viable means for repairs was to install a permanent cofferdam surrounding
the hull for in -place dry docking, which is a method approved by the Navy.
The use of a permanent coffer dam would provide for a safe work environment, provide
an easier means to access the hull for future repairs, and double as a support structure
over which a new Memorial Walkway could be constructed. The Commission and
NCDCR also reviewed the need for additional improvements to the Battleship Memorial
Park, which would improve stormwater runoff management, site safety, public access,
and public education. As a result, in addition to the coffer dam and new proposed
Memorial Walkway, the project will include a new visitor center to replace the aging
piling - supported existing center, realignment of the existing bulkhead in the ship basin, a
public dock facility, an elevated walkway along the Northeast Cape Fear River shoreline,
a new parking lot with stormwater management improvements, and a new amphitheater,
all of which will be located outside of AECs.
The proposed cofferdam will be installed by driving sheet piles through the sediments
(i e., pluff mud) in the ship basin and into the underlying Castle Hayne aquifer formation
using a vibratory hammer. Once the cofferdam is installed, dewatering within the
cofferdam will be accomplished through de- watering well points. Once the area within
the cofferdam is sufficiently de- watered, and the pluff mud has subsided, a trench will be
excavated around the hull to provide access for repairing the hull plates.
Workers will use a sand blaster with a HEPA vacuum attachment to remove the
remaining paint where torch cuts will be made. Storage tanks and/or liquids inside the
hull that could be affected by the repair work will be removed prior to torch cutting
activities. New steel plating will be welded together where sections where are removed.
Appropriate marine paint will be used to coat the new steel once in place. Where hull
plating is structurally sound, the steel plates will be reconditioned through corrosion
removal and re- painting.
Subsequent to repairing the hull, manually- operated weirs built within sections of the
cofferdam will be used to allow the flow of water around the vessel, preventing
stagnation. A total of six weirs with openings approximately 5 feet wide each, are
proposed around all sides of the cofferdam that allow tidal water inflow to each side of
the ship to provide sufficient circulation of tidal water into the cofferdam to maintain the
Primary Nursery Area associated with the ship basin. The permanent presence of the
cofferdam will also improve public safety by isolating the high- voltage corrosion_ ° 4
protection system present around the hull from kayakers and other boaters' )CIV �,V:l lt�l;���'?��N, WO
DrEC I R 2 U "i4

USS NC Hull Repair and Park Improvements S &ME Project No 4305 -14 -078
Wilmington New Hanover County North Carolina December 11 2014
The Memorial Walkway will be constructed on top of the cofferdam on the south side of
the Battleship. On the north side of the Battleship, existing mooring lines hang too low
for the walkway to be constructed over the cofferdam, thus the walkway was re- routed
northward of the mooring dolphins. The proposed walkway width is 14 feet but it will be
elevated approximately 11 feet above the marsh substrate and water surface thus negating
shading concerns of the underlying wetlands. The walkway will include a quarterdeck
located south of the Battleship that can be used for ceremonies and two covered pavilions
that will provide educational areas for fieldtrips and shaded areas for visitors to take
refuge from the weather. The walkway will be free to the public and accessible without
entering the ticketing portion of the park (i.e. battleship tours). The covered pavilions
and quarterdeck will both be located entirely over water.
The walkway along the Northeast Cape Fear River will extend pedestrian access south
along the Northeast Cape Fear River shoreline. The walkway and associated structures
will be pile supported and the covered pavilions will be located over existing rip -rap. The
proposed width of 14 feet will allow for Americans with Disabilities Act (ADA)
compliance and will mirror with the existing Wilmington Riverwalk located directly
across the Northeast Cape Fear River.
A new concrete or capped sheet pile bulkhead is proposed, which will replace the
existing bulkhead present along the south shore of the ship basin. The current bulkhead
is not linear along the shoreline and has recesses which create an eddy, which creates
conditions where tidally- transported sediments settle in the ship basin. The new
bulkhead will result in a straighter alignment along the south shore, which may facilitate
tidal sediment transport and help reduce the amount of sediment around the battleship.
The realignment of the bulkhead will result in a net no -loss of water in the basin.
Prior to constructing the new visitor center, the existing center will be demolished and the
new center will generally be constructed within the footprint of the existing visitor center
and adjacent to the proposed new bulkhead discussed in the paragraph above. The new
visitor center will be located within the 30 -foot setback for non -water dependent'uses;
however, this should be considered redevelopment and, in our opinion, is being
constructed within an Urban Waterfront per 15A NCAC .07H 0202(g). The two -story
building will consist of office space for the battleship staff, a ticket booth, gift shop,
cafeteria and event space.
The public dock facility will consist of a 10 -slip floating dock system for transient boats
and a ferry landing for water taxis accessing the park from downtown Wilmington. In
addition, a dock master's office with restrooms will be constructed land side allowing
access management to the boat docks. The dock system will consist of the main pier with
three finger piers that will extend out of the mouth of the ship basin and into the
Northeast Cape Fear River channel. The dock system will be of sufficient width to
comply with ADA requirements. All pile supported structures will be located outside of
the Northeast Cape Fear River harbor line and outside of the federally- maintained
shipping channel. Having the finger piers extend into the channel will likely prevent the
need for dredging in the location of the boat docks R E CD E— 1 V E
0CM WI1..MINGTCON, NBC
[? ;, - 8 2A
101

USS NC Hull Repair and Park Improvements S &ME Project No 4305 -14 -078
Wilmington New Hanover County North Carolina December 11 2014
The parking lot renovation will include expanding and raising the existing parking lot
three to four feet to address periodic flooding during storm events. The renovation of the
parking grade will include removal and replacement of several live oak trees that are
currently dying due to the flooding. The new parking lot will consist of permeable
pavement with subsurface infiltration chambers to manage stormwater runoff from the
parking lot, thereby mitigating untreated stormwater runoff that currently drains directly
into the ship basin. A total of 363 spaces are proposed. It should be noted that the
expansion will occur in an area formerly used for dredge disposal so the entire parking lot
renovation should be considered redevelopment.
Plans also include the construction of the Expedition Trail, a nature trail /boardwalk
connecting to the Memorial Walkway and boat docks. The proposed width of the trail is
9 feet and will be elevated approximately 9 to 10 feet over the marsh substrate, thus
negating shading concerns for the underlying wetland. The Expedition Trail will
incorporate recreation and environmental education related components that can be
experienced year -round and particularly in association with special events. The
Expedition Trail will be a combined trail and boardwalk that will take advantage of the
park's marine estuary and island property, supporting a guided walk and stations and
ultimately connecting to surrounding system of regional parks and trails.
In summation, the battleship hull repair, park renovation, and construction of the nature
trail will provide:
1. Provided needed repairs to the Battleship
Repairing the deteriorating hull to prevent the potential for oil /water
mixture that is used to ballast inside the ship from entering the ship's
basin
® Treating stormwater runoff from the parking lot area that currently flows
untreated into the ship basin.
2. Improved public safety
® Isolating the high - voltage corrosion protection system located around the
hull.
® Installing fall protection by improving walkways, rails, and improved
bulkheads.
3. Improved public access
® Providing free public access to the new walkway around the hull and
along the Cape Fear River.
Constructing the Expedition Trial, a combination trail/ board walk, into
Eagle Island's marsh ecosystem.
Providing a ferry landing for water taxis accessing the park from R EC, E W
downtown Wilmington. DCM VVII_iAN` TON, NO
4. Enhance historical and environmental educational experience DES 1 8 2614
® Constructing a walkway over /into the tidal marsh allows for low - impact
public interaction with nature

USS NC Hull Repair and Park Improvements SWE Project No 4305 -14 -078
Wilmington, New Hanover County, North Carolina December 11 2014
Providing covered pavilions for educational /workshop opportunities.
Providing the Expedition Trial, that will serve as a self - guided educational
attraction free to the public
RECD ;V D
DCM WILMINGTON, NC
oar i q, 2 +Jl4

North Carolina DIVISION OF COASTAL MANAGEMENT
I. qftifiiir Ap "Land fo
y pikant
A
Business Name
Project Name (if applicable)
Nc Department Of Cultural Resources
LISS NC Hull Repair and Battleship Park
Improvements
Applicant 1 First Name
MI
Last Name
Tony
Agent/ Contractor 1 First Name
Romaine
Last Name
Applicant 2 First Name
Ml
Last Name
Agent/ Contractor 2 First Name
If additional applicants, please attach an additional page(s) with names listed
Last Name
Mailing Address
PO Box
Woloszyn
City
State
4605 Mail Service Center
PO Box
Raleigh
NC
ZIP
Country
Phone No
Wilmington
FAX No
ZIP
27699-4605
Phone No 1
ext
28405
Street Address (if different from above)
City
State
ZIP
Email
910 799 9958
tromaine@ncmail net
I
<Form continues on back>
252-808-2808 - 1-888-4RCOAST
RECEIVED
,)CM WILMING-rON W,
Business Name
S&ME, Inc
Agent/ Contractor 1 First Name
Ml
Last Name
Paul
Masten
Agent/ Contractor 2 First Name
Ml
Last Name
Ed
Woloszyn
Mailing Address
PO Box
City
State
3006 Hall Waters Drive, Suite 100
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28405
910 - 799 - 9945
ext
919- 872-2660 ext
FAX No
Contractor #
910 799 9958
Street Address (if different from above)
City
State
ZIP
Email
pmasten@smeinc com, ewoloszyn@smeinc com
<Form continues on back>
252-808-2808 - 1-888-4RCOAST
RECEIVED
,)CM WILMING-rON W,

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
4e Wiii_'g�� '4�
on�'­,-, w, 'R_
A N.
K -6.
County (can be multiple)
Street Address
State Rd #
New Hanover
101 LISS North Carolina Battleship Road
d Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
City
State
Zip
N/A
Wilmington
NC
f Man-made features and uses now on tract
Phone No
Lot No (s) (if many, attach additional page with list)
ext
area with a metal storage container, a covered picnic shelter, and a basketball court
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Cape Fear River
LISS NC Battleship boat basin
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
❑Natural ZManmade ❑Unknown
Cape Fear River
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
ZYes ❑No
work falls within
If yes, by whom?
New Hanover County
p 'n'r
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft
Approximatley 3,900 linear feet
49 acres
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many� lot saes, please attach additional page with a list)
2-3 feet NNHW or ❑NWL
e Vegetation on tract
Developed/landscaped areas contain common grass species and live oak trees Undeveloped areas contain black
needlerush, common reed, salt grass and smooth cordgrass
f Man-made features and uses now on tract
The site contains gravel and asphalt parking and driveway areas, the LISS NC battleship located within a man-made boat
basin with associated visitor center, a stone and concrete bulkhead along the south shoreline of the boat basin and along
the Cape Fear River shoreline, a finger pier and boat slip for a private ferry operation, a maintenance equipment storage
area with a metal storage container, a covered picnic shelter, and a basketball court
g Identify and describe the existing land uses adjacent to the proposed project site
The Cape Fear River and associated wetlands are adjacent to the north and east Undeveloped land consisting mainly of
wetland is adjacent to the south U S Highway 421 is adjacent to the west with undeveloped land consisting mainly of
wetland across the highway
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
B-2, Business
(Attach zoning compliance certificate, if applicable)
ZYes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ZYes ❑No
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes NNo ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ZYes ❑No ❑NA
National Register listed or eligible property?
RECEIVED
<Form continues on next page> DCN, 'AMN11INGTON, NIC
252-808-2808 . 1-888-4RCOAST -, www. necoa sta Imanagernent. not

Form DCM MP -1 (Page 3 of 5) APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site
®Yes ❑No
(u) Are there coastal wetlands on the site
®Yes [--]No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Municipal wastewater treatment provided by the Cape Fear Public Utility Authority
o Describe existing drinking water supply source
Municipal drinking water provided by the Cape Fear Public Utility Authority
p Describe existing storm water management or treatment systems
Some runoff from the parking area flows into drop inlets and then into the ship basin
Other areas flow into shallow drainage
ditches and culverts present on the south side of the property which drain into a tidally
influenced roadside ditch present
along the north side of USS North Carolina Road
@ S>'c7I]d�Ii1]�aC�S.Y���,Y�x,y�� .�° ,. .Y'r .:�� - "= r�, �•. �;<`
�,
a Will the protect be for commercial, public, or private use? ®Commercial ®Public/Government
❑Private /Community
b Give a brief description of purpose, use, and daily operations of the protect when complete
The purpose of the protect is to complete the repair of the degraded steel hull as being required by the US Navy This will be
done via installation of a permanent cofferdam around the entire ship Future maintenance is anticipated thus the cofferdam
will remain in place The remaining improvements are being constructed to upgrade existing facilities, and improve the
public benefit, safety and educational aspects of the battleship Ongoing siltation issues and flooding issues will also be
addressed, at least partially The battleship will continue to function as a public park/attraction once complete The
proposed Memorial Walkway around the ship and covered pavilions will provide increased viewing of the battleship without
an admission fee, along with the educuational opportunity to experience the tidal marsh system along the Cape Fear River,
which will be further enhanced by the proposed Expedition Trail that will extend into the marsh north of the ship basin The
proposed bulkhead realignment will help reduce siltation by lessening the eddying effect of the current bulkhead alignment
along the south shoreline of the ship basin The proposed walkway /bulkhead along the Cape Fear River shoreline will
provide safer, improved public access to the shoreline The public docking facilities will allow for access to the park for
boaters The new visitor center will include office space for battleship employees, safer ingress /egress to the ship, and
public meeting space The current parking lot will be paved and raised approximatley 3 -4 feet with subsurface infiltration
chambers present beneath it for stormwater treatment The new park will provide improved public space for concerts,
festivals and other public events
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 hull repair will be performed using a permanent cofferdam installed around the entire ship The cofferdam will be
installed using a vibratory hammer to drive the sheet piles into the underlying Castle Hayne formation The weirs on the
cofferdam will be raised /closed and water present within the cofferdam will be removed prior to hull repair The pluff mud
present will be allowed to settle and this will be the working surface A trench will be dug around the hull to expose the
portion subject to the tidal range The hull coatings will be removed using sandblasters with HEPA filters and sections will be
cut out and replaced The replaced hull will be coated and painted and once dry, the weirs will be opened to allow flow
around the ship
The Memorial Walkway and Expedition Trail will be pile- supported structures Piles will be Installed via traditional pile
Installation techniques (I a vibatory hammer and /or a pile driving hammer) for the Walkway and most likely by hand tools for
the Trail
The bulkhead will be sheet pile and pre -cast concrete that will be Installed using mechanical equipment
The visitor center will be a two -story building constructed of wood, metal and glass and will be pile- supported Convential
pile driving techniques will be used to install the piles
The parking lot will be constructed using permeable pavement with subsurface infiltration trenches for stormwat�r RECEI
treatement The entire parking lot will be raised 3 to 4 feet to alleviate flooding erJCM WILMI (
252-808-2808 .. 1- 8 p4RCOAS
EGA
3TON, NC
I Z0? ;a1

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
The pile- supported structures for the floating dock will be driven using conventional pile driving techniques The main pier
extending from the shore will be connected to the driven piles and the finger piers will be connected to the main pier The
finger pier will be floating The associated dock master's office and restrooms will be wood structures constructed on at-
grade concrete slabs
The amphitheater will be constructed outside of the AEC along the Cape Fear River shoreline and will consist of a wood
structure with a raised stage
d List all development activities you propose
Development will include construction of the cofferdam, walkway and pavilions around the ship, the nature trail over the
marsh adjacent to the north, the floating dock facility at the mouth of the ship basin, the new bulkhead along the south
shoreline of the boat basin, an elevated walkway along the Northeast Cape Fear River shoreline, a new visitor center, an
amphitheater, and a renovated parking lot with stormwater treatment
e Are the proposed activities maintenance of an existing project, new work, or both? Maintenance and new work
f What is the approximate total disturbed land area resulting from the proposed project? Approx 6 ❑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
The bulkhead realignment within the ship basin will result in filing approximately 7,153 square feet of the open water within
the basin This is being done to facilitate tidal flow within the basin to reduce siltation, and also to match the bulkhead
elevation with the new elevation of the raised parking lot To complete the bulkhead realignment, approximately 6,832
square feet of upland will be excavated and converted to open water
i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
,: 5 `..P'�>• "i3_ ,'� h 4.:^ . ,yr,� 5' .J. •' :� \ "l'i -. "�." a ,,, "r _ _ rx ,�xnvx 2,:a, x. ., ,�
w6i ,i�(�L%tIOIJa� lnto iiiatfon. ',, , `r2 = h ,. '," „i-
` _ , €, _':,•
rxln adtlrhon.`to fhrs ;coin `leteii a`" "bcati niform `MP -1) -the followrn n ' " " k `'` " -`` "~ " °k
_. c oP. . " P,, ; , y a , (,- s ,- ), , � . g items "below rf appbcab/e, must be submitted =m order.for the,apph&abon;:
- package Eo.be`co`mplete ltems`(a)^- (0,are always apphcable,to any mayor develo "pment`apphcafron Please,consult -the applicationF
Iristruehon'book/et on how to pioperly prepare the.regLrred items °below .,R'r ".z
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 mad 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
N U
ame Mudd 1%atet§ L'L Cr y.. n_ Y. =r, .w r =' , xr.. x ` ; <rr "'
-y:` r Phone4Nou °h "'
;Address ;P . ; = k °Y'� ;v°
'O ,BOxr38; k1Nilmngton,,NC,,, n a z -w., t . x'z
`<` b ,,
'`
Name State of North Carolina c/o Property Control Office Phone No
Address 1321 Mad Service Center, Raleigh, NC 27699
^` NamefNCDOT'c/oRi ti f<
g t'o 1Nay� °Phone, N
`
r �ess5Barbado s
c
f'19. NC
252-8 08-2808 .» 1- 88-4!$CA .. wvsr.xa�coasf�ta��e�a��.n�4

Form DCM MP -1 (Page 5 of 5)
APPLICATION for
Mayor Development Permit
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
CAMA GP #54561, issued 6/16/10 CAMA Minor /Modification 109 -78, issued 1/23/79
Excavation Permit 66 -88, issued 4/7/88
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N 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
- c'`'ation,anm Permission to,Enier. on. LandY� a-
.i,:, . <. ;"�a;� - �c:Y -ate .. k °.:� _ = "s:x.�• : i�s;k� w�,t :'�',.; • =4 .'�!. ,x ;y_ '��`�x- i?,',�: ` w h Y c.Y`�•;., ,,�s' �' : , -.k.� '�: � "�„� ;��..;'c x' --`� �y��.. %�.;'x.
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project
I further certify t at th information provided in this application is truthful to the best of my knowledge
Date 12 % i Print Name aul M sten
4:Ltl-
Please 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 WILMINJGTON, NC
K 2 2-808 -2808 ,. 1 - �J 8 -888 A � ��r .�a�cr��s��i�saa�aac � �as�.e���

Form 0CM MP-2
uc� Mullil U11
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1 Be sure tocomplete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and/or fiUouUvitieo All values should be given infeet.
RECEIVED
DCKA WILMINGTON, NO
n�p ���01�
'0 EC � a ~o'`
252-808-2806 -.- 11-8684RCOAST : wwvv.nccoasta1managament.nct revised- 12126"M
Access
a Amount of material to be excavated from below NHW or NWL in b
Type of material to be excavated
cubic yards
Other
Sand/gravel fill mixture
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Appmx 1500to10OO cubic yards
(NLW or
UCW __- O0w __- O8o
[]««L --__ Zwono
Breakwater
shoreline
NWL)
a Location OT disposal area b
Dimensions of disposal area
Ono/tn for bulkhead baokfiU
stabilization)
Length
0 Will u disposal omeboava/|ob|oh,,futummamuenunuer
Uns Own Om*
One Emo Omx
()|f no, attach a letter granting permission from the owner
(n) If yes, where?
e (/) Does the disposal area include any coastal wetlands/marsh f
(/) Does the disposal include any area m the water?
Width
SYon []No []NA
or other wetlands (NL), |f any boxes are checked, provide the
number of square feet affected
(n)/f yes, how much water area maffected?
[]Cm/ ---_ []G/x/ []aa
7.1onoq feet within the existing, man-made ship basin
Avg. ffi-isting
(n) Describe the purpose of disposal m these areas
Depth
NA
NX
Final Project
Depth
RECEIVED
DCKA WILMINGTON, NO
n�p ���01�
'0 EC � a ~o'`
252-808-2806 -.- 11-8684RCOAST : wwvv.nccoasta1managament.nct revised- 12126"M
a Amount of material to be excavated from below NHW or NWL in b
Type of material to be excavated
cubic yards
Sand/gravel fill mixture
0 cubic yards
u NDoes the area to be excavated include coasta|wetlands/marsh d
High-ground excavation mcubic yards
(CW).submerged �� �A�
— —~-�—' shell
o,cuxorv��|endo omeoare checked, provide the
Appmx 1500to10OO cubic yards
number of square feet off,ctou
UCW __- O0w __- O8o
[]««L --__ Zwono
(o) Describe the purpose of the excavation m these areas
a Location OT disposal area b
Dimensions of disposal area
Ono/tn for bulkhead baokfiU
7.153oqfeet
o (/)Do you claim title to disposal area? ' d
0 Will u disposal omeboava/|ob|oh,,futummamuenunuer
Uns Own Om*
One Emo Omx
()|f no, attach a letter granting permission from the owner
(n) If yes, where?
e (/) Does the disposal area include any coastal wetlands/marsh f
(/) Does the disposal include any area m the water?
(CW). submerged aquatic vegetation (G/K0. shell bottom (OB).
SYon []No []NA
or other wetlands (NL), |f any boxes are checked, provide the
number of square feet affected
(n)/f yes, how much water area maffected?
[]Cm/ ---_ []G/x/ []aa
7.1onoq feet within the existing, man-made ship basin
[]vvL _--_ EN000
(n) Describe the purpose of disposal m these areas
RECEIVED
DCKA WILMINGTON, NO
n�p ���01�
'0 EC � a ~o'`
252-808-2806 -.- 11-8684RCOAST : wwvv.nccoasta1managament.nct revised- 12126"M

Form DCM MP-2 (Excavatiotn and Fill, Page 2 of 3)
'g, UTbs-section nnot4ii66b,le
'�b MP t
s dv�01'1�4d' 'y
'W"
d i ypt! uT 5noreiine siaDimauon
SBulkhead ❑Riprap ❑Breakwater/Sill ❑Other
C Average distance waterward of NHW or NWL 35 feet
e Type of stabilization material
sheet pile and concrete
b Length 540 feet
Width 4 feet
d Maximum distance waterward of NHW or NWL 70 feet
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ENo ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information
g Number of square feet of fill to be placed below water level h Type of fill material
Bulkhead backfill 7,153 Riprap existing sand/gravel fill material
Breakwater/Sill Other
I Source of fill material
onsite excavation during bulkhead realignment
4. N"
"Q,,T,HE RFIL-l"ACTIVITIESi',', 0 This seijhonJhot6pp�
ficabM,
'Shor6hri6 Stab , atrdn y ,
I (i) Will fill material be brought to the site —Yes ❑No E] NA b (I) Will fill material be placed in coastal wetlands/marsh (CW)
If yes,
(n) Amount of material to be placed in the water approx 50
cubic yards for bulkhead backfill
(m) Dimensions of fill area approx 6 acres for parking lo
(iv) Purpose of fill
Additional backfill for new bulkhead and to raise the parking
lot area to ehmihal:6 recurring flooding problem
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 ENone
(ii) Describe the purpose of the fill in these areas
'X V
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g dragline,
controlled? backhoe, or hydraulic dredge)?
Silt curtains will be installed in the ship basin prior to construction backhoe
activities Silt fencing will be used in the parking lot area to
prevent offsite sedimentation
c (i) Will navigational aids be required as a result of the project?
❑Yes ONo ❑NA
(u) If yes, explain what type and how they will be implemented
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes MNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
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d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes MNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
252-808-2808 -,- 1-888-ARCOA6 T :.- www.nccoastaimanagement.net revised- 12126106
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252-808-2808 -,- 1-888-ARCOA6 T :.- www.nccoastaimanagement.net revised- 12126106

Form DCM MP-2 (Excavation and RIA, Page 3 of 3)
RECEIVED
DCM IMI-MINGTON, NC:
0,E C I 12014
252-808-2808.-:1-888-4P.COAST.-. www.nccoastalmanagement.net revised- 12126!06
4
�,-g n-a--
Apphc t U r
-wr
S-
RECEIVED
DCM IMI-MINGTON, NC:
0,E C I 12014
252-808-2808.-:1-888-4P.COAST.-. www.nccoastalmanagement.net revised- 12126!06

a' I 7 31 . 1 y }�1 Le •r yew B E N Q�
(Construction and /or laced disturbing activities)
Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
n � -- , r y.�;•rz; :H�': „T.. �.,
GEiVER.4t,;UPL47VD. DEVElOPNIEIV7' '.; ,:; ° :F.-
x - vv� "
a Type and number of buildings, facilities, units or structures
proposed
4 buildings - a new visitor center, a new dockmaster office,
a restroom and an amphitheater as well as a new parking
lot
c Density (give the number of residential units and the units per
acre)
none
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
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(u) If yes, list the date submitted
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
approx 2%
Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
approx 15%
Describe proposed method of sewage disposal
Wastewater treatment will be provided by Cape Fear Public
Utility Authority at a wastewater treatment plant
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 are proposed
b Number of lots or parcels
one parcel
d
f
Size of area to be graded, filled, or disturbed including roads,
ditches, etc
Approx 6 acres
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
The parking lot will be constructed of permeable pavement
Typical roofing materials will be used for the visitor center
and amphitheater
h Projects that require a CAMA Mayor Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
®Yes ❑No ❑NA
If yes, attach appropriate documentation
RECEIVED
DCM WILMINGTON, NC.
0�[ a 120°4
252-808-28082 ,: 1- A T revised. 12126106

Form DCM MP-3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
Drinking water will be provided by Cape Fear Public Utility
Authority
o When was the lot(s) platted and recorded?
June 7, 1963
M
n (i) Will water be impounded? ❑Yes ®No ❑NA
(n) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ®No ❑NA
252-808-2808 s. 1- 88"RCO AST :: www.nccoastaimanagement.net
RECEIVED
DGM WILMINGTON, NC
0E� k %011
revised.- 12126106

Form ®CM MP -4
( Construction, within Public Trust Areas)
Attach this form to JPint 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 ail supptemental'information.
a (1) is the docking faciljVmarina:
®Commercial OPubtid0 vemnient ❑Pri6ate %Community
c (1) Dock(s) and/or plot(
Number 1 � `
(N) Length_ 40 ft
(iv) Width 44 ft
N) floating ❑Yes ®NO
e (i) Are Platforms included? Ayes ©No` I(v�
If yes-
! (11) Number
(uly Length
(iv) Width -.0
I (J3 Floating UgYes ONO
Note Roofed areas are calculated from dripline dimensions
g. (i) Number of slips proposed
1©
(n) Number,of "slips existing
1
I. Check the proposed type of siting
❑ Land cut-and access channel
(]open water, dredging for basin and/or channel
®Open water, no dredging required
❑Other, please describe:
v.�"� `} ;-�'xi''M' d.� � r " �«= " -°t;z: ..a: t� a. .:� � Cf•�h�.f1.����Ywsx s.a.w. x..'2
.,�_"- - - =�' Via`'` Rc�._u "s-'; .. < 7�:: �. �.,,-. - `�''�' — ?•'»"- .���-.� =�- _ _ _ =-'� �.., < - �,'�
b (i) Will the facility be open to the general public?
®Yes []No
d. (r} Are Finger
If yes:
(ii) Number
(i) Length
(Iv) Width
(V) Floating,
Piers include//? ®Yes ONO
3
75 fee t
14 fee t
Wes DNO
f (1} Are Boallifts included? []Yes ONO
If yes-
(]I) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including, travel lift and/or rail, repair or
maintenance. service
0 Dockage, fuel, and marine supplies
Dockage (Suet slips) only,, number.ol' slipsi 10
❑ Dry storage; number ofboats:
❑ Boat ramp(s), number, of boat ramps:
❑ Other, pieasedescnbe:
J. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
15' to W motor boat with up to 50' shallow draft vessels for
Wilmington Cat (tour guide boat)
k. Typical boat length: 15-36 fee L (1)'WII the facility be open to the general pu lic? r
MYes []No �It E i E D
m. ( i)W7l the facility have tie pilings? DiC."' /?',/1,1iLMj{N(;TON, NC
byes ONO DEC �
(ii) If yes number of tie pilings? EC 1 �tf 1 4
252408 -MOO a.' i- 888.41MOAST .; www.nceogstalWanagement.net revisetl.12127 /06

I orM DCM W-4 (Strucfiires, Page 2 of 4)
a. Check,each of the following_ sanitary facilities that will be included in the proposed project
® Office Toilets
❑ Toilets for,patrons; Number , Location.
Q Showers
❑ Boathotding,tank pumpout, Give type and location-
b: Describe'treatment type and dispbsal location for all sanitary wastewater
Treatment of sanitary wastewater,will be provided by Cape Fear Public Utility Authority at a wastewater treatment plant.
a Describe, the disposal of solid waste, fish offal and trash
Trash and solid waste removal to,be provided by,-New Hanover,County.
d How will overboard discharge of sewage from boats be controlled?
Discharge of sewage will be prohibifed and a,dockmaster will be present to enforce this.
e. (Q Give the location and number of "No,Sewage Discharge° signs proposed.
(h) Give the location and number of Tumpout Available' sighs proposed.
Q
f. Describe the special design, if applicable, for containing industrial type pollutants,,such as paint, sandblasting waste and petroleum,products
Fuel dispensing or boat mainteance areas are not proposed.
g Where will residue from vessel maintenance tie disposed df?
Area/facilitles for residue disposal is not proposed.
h. Give the number of channet,markers "and °No Wake' signs proposed. 0
1. Give the location of fuel- handling facilities; and describe the safety, measures planned to protect area water quality.
No fuel - handling facilities are proppsed.
j What will be the marina policy on overnight and live- aboard dockage?
Overnight, and live- aboard dockage are not proposed.
k. Describe design measures promote boat =basin If s rig?
The dock system will be located'In an existing ship basin that experiences diurrial tidal flushing. A bulkhead realignment within
a portion of the basin is proposed to reduce eddying effect of the current bulkhead, promote flushing and reduce siltation.
1 If this project is an expansion.of an existing marina, what types of services are currently provided?
RECEIVED
N/A DOM WILNJUNGTON, NC
252.sOaTMB I- 888.411100AsT :: wvAv.nccoastalrnan ago menE:not revlga& /2127106

I
Form DCM MP-4 (Structures, Page 3 of 4)
m Is the marinafdoclung facility proposed within a primary or secondary nursery area?
®Yes ❑No
n Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. is the marinaldocking facility proposed within or adia"cerit to coastal wellandsfmarsh (CW), submerged a4uahc vegetation (SAV), shell bottom
(SB), or other wetland§ (WL)? If any_boxes are checked, prgvide the number of square feet affected.
❑CW ❑$AV ❑$B
OWL ®None
p, is the, proposed marinaldocking facility located within or within close proximity to any shellfish teases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the tease.
❑ Commerciat ❑PublictGovernmerit ❑Private /Commumly
(ii) Number
(in) Length
(iv) Width
Nola: Roofed areas are calculated from dripline dimensions.
a (1), Number
(it) Length
,(40 Width
a, Length
c. Maximum distance beyond NHW, NWL or wetlands
a is the structure($)'
[]Commercial []PubliclGovernment ❑PrivatelCommuniky
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge; '#present
e. Arc of the swing
b. Average distance from NHW, NWL, or wetlands
I
b. Number -
d. Desdription of buoy (color, inscription, size, anchor, eto)
:_71 E Q & aa 41- Q--- ,T.—.)
.�V! UVlLivll' I?,14, !
it f"`
U L_ e
252. 808 -2808 :: 1- 888- 4RCOA3i :: www:ilecoastatrni rna+n$"►ent.nef revised- 42/27111$

Form DCM PAP-4 (Structures, Page df of 4)
a Proximity of structure(s) to adjacent riparian property Imes
Approximately 1,000 feet south
Note: For buoy or mooing piling, use arc of swing including length
of vessel
c Width of water body
Approximately 300 feet
e. (1) Will navigational aids be required -as a result of the project?
DYes ®No DNA
(0 if yes, explain what type and how they will be implemented.
b Proximity of structures) to adjacent docking facilities
No adjacent docking facilities are present. An existing boat
slip and pier are present on the property that will be
abandoned.
d. Water depth at wateiward end of structure_ at NLW_ or NWL
28 feet a NLW
$� >0!THEi��- -F�a - �:; �Y��: � ;� �.� _ ��4�;�... �,,�;��,�..�,.� ®Thrs;s >ec�ior► not applicable
a Give- complete description: -
A permanent cofferdam will be installed around the huil.of the ship to, create a_-safe work space for the hull replacement-and`to
provide work area for future hull maintenance, The length of the cofferdam around the hull totals approximately 1;785 linear
feet, With approximateey 50 feet being driven below the -,substrate in the ship basin and approximately 4.28 feetwill be above
mean high water: A total of 5 weirs will be included in the cofferdam to allow for tidal flow, in and_out_of the cofferdam one the
hull repair is complete. The project will also include the Memorial Walkway around the ship, the Expedition Trail extending out
into the adjacent marsh and -a walkway -along the Cape Fear River The Memorial Walkway will total 1985 linear= feet by_ 14
feet wide and will be elevated 11 feet -above the water. The Expedition Trail will iota! approximately 2303 linear feet by 9 -feet
and will be etev_ated -9 to 10 feet above.M6 marsh substrate Ttie walkway along the Cape i ear- River will total- approximately
730,Iinear feet by 12 feet wide -and will be located over an existing rip rap shore stabilization.
RECEIVED
DCM WILMINGTON, NC
DEC a 8 201+
292.808-2808 :: 1- 888- 4RCOASi :: tnn".nccoastattanagnxan.net rev €sed: 12127'108

y� ' • + ? r q ;fir AID # , a
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. BRIDGES I—) This section not applicable
a Is the bridge b Water body to be crossed by bridge
ommeraal ubhc /Government ❑Private /Community C ✓L
c Type of bridge (construction material) d Water depth at the proposed crossing at NLW or NWL
e (i) Will proposed bridge replace an existing bridge? []Yeso
If yes,
i
(u) Length of existing bridge
i
(iii) Width of existing bridge 1 Z p� /
(iv) Navigation clearance underneath existing bridge /Y
(v) Will all or a part of, the existing bridge be removed?
,
9 Length of proposed bridge ( u--:>�
f (i) Will proposed bridge replace an existing culvert? ❑Yes L er.
If yes,
(u) Length of existing culvert
(w) Width of existing culvert
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will ail, or a part of, the existing culvert be removed?
(Explain)
1
h Width of proposed bridge ZV
Will the proposed bridge affect existing water flow? ❑Yes �o I Will the proposed bridge affect navigation by reducing or ��,��
If yes explain increasing the existing navigable opening? []Yes nrvo
If yes explain
k Navigation clearance underneath proposed bridge ivlA I
m Will the proposed bridge cross wetlands containing no navigable n
waters? ❑Yes (to
If yes, explain
Have you contacted the U S Coast Guard concernin heir
approval? es ❑No
If yes explain
V5 —r— xYyk-w .J
Height of proposed bridge above wetlands IN
2. CULVERTS his section not applicable
a Number of culverts proposed
b Water body in which the culvert is to be placed
CMI W I L IN � .�i� , 5v1��
r �, 'Ni1

C i -r..,, Pa- a .;r' <
< Form continues on back>
c Type of culvert (construction material)
d (i) Will proposed culvert replace an existing bridge? e (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No ❑Yes ❑No
If yes,
(u) Length of existing bridge
(m) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert
h Height of the top of the proposed culvert above the NHW or NWL
I Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes explain
If yes,
(u) Length of existing culvert(s)
(iii) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g Width of proposed culvert
I Depth of culvert to be buried below existing bottom contour
k Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain
3 EXCAVATION and FILL his section not applicable
a () Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ❑No
If yes
(n) Avg length of area to be excavated
(ui) Avg width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
c () Will the placement of the proposed bridge or culvert require any
high- ground excavation? ❑Yes ❑No
If yes
(u) Avg length of area to be excavated
(m) Avg width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW) submerged
aquatic vegetation (SAV), shell bottom (SB) or other wetlands
(WL)7 If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of the excavation in these areas
RECEIVED
D� C i0;14

S
F .:,rYm, O... ' S:i�-� (�a''t��i.y u'r! : v43i'J�.`.a, p:7ct? .i GY }Y ,S;
d If the placement of the bridge or culvert involves any excavation, please complete
(i) (i) Location of the spoil disposal area �1 J %,1
following
(n) Dimensions of the spoil disposal area
(in) Do you claim title to the disposal area? ❑Yes ❑No (If no, atta h a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlands /marsh (CW), s bmerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑S8 ❑None
If any boxes are checked, give dimensions if different from (it) abov
(vi) Does the disposal area include any area below the NHW or NWL? v� ❑Yes ❑No
If yes, give dimensions if different from (u) above
e (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ❑No
It yes,
(n) Avg length of area to be filled
(w) Avg width of area to be filled
(iv) Purpose of fill
g (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on hign- ground? ❑Yes ❑No
If yes,
(t) Avg length of area to be filled
(m) Avg width of area to be filled
(iv) Purpose of fill
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
❑WL []None
(u) Describe the purpose of the excavation in these areas
a Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? []Yes ❑No detour structures? ❑Yes ❑No
If yes explain If yes, explain
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
< Form continues on back>

F OYM DC N] (3: tr; jc3 z t.i i w.. Y 5. § i'- 4 of 4)
c Will the proposed project require any work channels?
❑Yes []No
If yes, complete Form DCM -MP -2.
e What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ❑No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only
17 / ,G� �(
Date
U55 iZep�:
Project Name
AqV can ame
Applicant Signature
d How will excavated or fill material be kept on site and erosion
controlled?
f Will wetlands be crossed in transporting equipment to project site)
❑Yes ❑No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts

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CONTOUR INTERVAL 5 FEET
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GRAPHIC SCALE
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VICINITY MAP
USS NC BATTLESHIP - CAMA MAJOR PERMIT
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IMAGE SOURCE NC ONEMAP, DATED 2012
1" = 1000'
OCT 2014 *S&ME
' BTR WWW SMEINC COM
NO NC ENGINEER LICENSE #F -0176
4305 -14 -078 3201 SPRING FOREST RD, RALEIGH, NC 27616
GRAPHIC SCALE
500 0 250 500 1000
( IN FEET)
ADJACENT RIPARIAN
PROPERTY OWNERS MAP
USS NC BATTLESHIP - CAMA MAJOR PERMIT
WILMINGTON, NORTH CAROLINA
A -4730
FIGURE NO
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REJEITON, D
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EPDXY C{
BATTERED
81-0"
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EPDXY COATED STEEL
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RIES
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CONSULTING 140 � �
ENGINEERS, P.C. oe.5tgner Date Drawn HULL RESTORATION
* Y 3811 Peachtree Avenue Sete 300 PNWA 10/31/14 KMN USS BATTLESHIP NORTH CAROLINA
Wilmington, NC2E I I WILMINGTON NC
A P:910- 202 -5555 F•410- 202 -5558 orzwng r
WV W.AndreWEngineers COm D \ J COPYRIGHT 2014 ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS
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ANDREW Project# SCHEMATIC COFFERDAM WEIR PLAN
CONSULTING 14014
ENGINEERS, P.C. Designer• Date Drawn HULL RESTORATION
- - 3811 Peachtree Avenue Suite 300 NWA .10/31/14 KMN USS BATTLESHIP NORTH CAROLINA
Wilmington, NC 28403 WILMINGTON NO
P,910- 202 -5555 F:910- 202 -5558 Drawing #' ' s
www AndrewEngineers.com 8 U S — ( T 3 COPYRIGHT 2014 ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS
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PERMISSION FROM ANDREW CONSULTING ENGINEERS, P C

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1/4" = 1' -0"
ANDREW
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ENGINEERS, P.C.
+ 3811 Peachtree Avenue Suite 304
Wilmington, NC 28403
9P'910- 202 -5555 F:910 -202 -5558
wvaw. Andrew Engineers, com
NC PE Firm License C -2461
REMOVABLE EPDXY COATED
STEEL SHEET PILE INSERTS
REINFORCED CONCRETE CAP
T.O. CONCRETE, CAP
ELEV. = +9.00' MLW
EPDXY COATED STEEL
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MHW ELEV. = +4.26' MLW
MLW ELEV. 0.00'
\ ELEV. = -0.50' MLW
MOM
PROGRESS DRAWINGS DW WILMINGT -ON,
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FOR C014STR+UCTION #�
Project # 14014 SCHEMATIC COFFERDAM WEIR ELEVATION
Designer Date I Drawn HULL RESTORATION
NWA 10/31/14 KMN LISS BATTLESHIP NORTH CAROLINA
Drawings {`+� WILMINGTON, NC
BD `�+� —04 ANDY DOCUMENTATION MAY NOT SE REPRODUCE IN ANY FORM WrrHOV1 D WRITTEN
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REMOVABLE EPDXY COATED
STEEL SHEET PILE INSERTS
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ELEV. = +9.00' MLW
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Drawings {`+� WILMINGTON, NC
BD `�+� —04 ANDY DOCUMENTATION MAY NOT SE REPRODUCE IN ANY FORM WrrHOV1 D WRITTEN
PERMISSION FROM ANDREW CONSULTING ENGINEERS. P C

,ASIA
aaw
North Carolina
Department of Administration
Pat McCrory, Governor Bill Daughtridge, Jr., Secretary
October 7, 2014
Mr. Jason Volker
North Carolina Department of Cultural Resources
c/o S &ME
3201 Spring Forest Road
Raleigh, North Carolina 27616
Re: SCH File # 15- E4800 -0165; EA/FDNSI; ]Proposed project is for the installation of a
permanent cofferdam around the perimeter of the USS North Carolina Battleship.
Dear Mr. Volker:
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
Attached to this letter are comments made in the review of this document. Because of the nature of the
comments, it has been determined that no further State Clearinghouse review action on your part is
needed for compliance with the North Carolina Environmental Policy Act. The attached comments
should be taken into consideration in project development.
Attachments
cc: Region O
Mailing Address:
1341 Mail Service Center
Raleigh, NC 27699 -1301
Sincerely,
C ry s Best
State Environmental Review Clearinghouse
Telephone: [phone]
Fax [phone]
State Courser #51 -01 -00
e -mail state, clearmghouse@doa nc gov
An Equal Opportunity/Af rmative Action Employer
Location Address:
116 West Jones Street
Raleigh, North Carolina
RECEIVED l
D0M'NILMINGT,,..,
t ��i
DEC . 11""'

Aim-h.
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E, Skvarla, III
Governor Secretary
MEMORANDUM
TO- Crystal Best
State Clearinghouse
FROM: Lyn Hardison
Division of Environmental Assistance and Customer Service
Permit Assistance & Project Review Coordinator
RE: 15 -0165
Environmental Assessment /Finding of No Significant impact
Proposed project is for the installation of a permanent coffeedam around the perimeter
of the USS North Carolina Battleship
New Hanover County
Date September 29, 2014
The Department of Environment and Natural Resources has completed its review of the proposal forthe
referenced project. Based on the information provided, our agencies have identified a permit that may
be required and offered some guidance The comments are attached for the applicant's consideration.
The Department agencies will continue to be available to assist the applicant through the environmental
review and permitting processes
Thank you for the opportunity to respond.
Attachment
1639 Mail Service Centei, Raleigh, North Carolina 27699 -1639
Customer Service Tall Free 1- 977 - 623.6748 i Internet wmy nrdenr gov
An Equal opoonun rty,ASer.Tauroe Action E;npwyor Maadk r)oartbyregclactpaWr RECEIVED
DOM VI /11-MINGTON, NIC
?-) jj� 11 2014,
3, u Ed

Department of Environment and Natural Resources
Project Review Form
Project Number: 15 -0165 County: New Hanover Date Received: 08/28/2014
Due Date: 9/24/2014
Project Description: Environmental Assessment/Finding of No Significant impact - Proposed project
is for the installation of a permanent cofferdam around the perimeter of the USS
North Carolina Battleship.
To view document go to https //sine sharejiie.com /download asux ?id =sf68ddf74d904cf2b
Previously circulated under project no 14 -0446
This Project is being reviewed as indicated below
Regional Office
Regional Office Area
[n- );souse Review
...._ Asheville
Air
Air Quality
Fayetteville
✓ DWR- Surface Water
,/ Parks & Recreation
DCM- Marine fisheries
Mooresville
� DWR- Acluifer
— Waste Mgnit
Military Affairs
Raleigh
DEMLR (LQ & SW)
✓ Water Resources MgmG
v1 DMF•Shcl)fish Sanitation
Washington
UST
(Public Water, Planning & Water
Quality Program)
V Wildlife Maiia Dunn
Wilmington
DWR -Public Water
DWR - Transportation Unit
Wildlife - DOT
Winston -Salem
--
---
Managei Sign- OWRegion-
Response (check all applicable)
No objection to project as proposed
insufficient inforniation to complete review
In- liouse Reviewer /Agency
No Comment
Other (specify or attach comments;
A /Major Pei mit will be rc uired, but if l ietriernber correct[,. the
orr oral pro gsal had some non water depciident structures in the 30'
buffer DCM does not allow non seater d, a endent structures tit the 30'
buffer J Howell with DC NI
If you have any questions, please contact:
Lyn Hardison at lyn.hardison{- ncdenr.gov or (252) 948 -3842
943 Washington Square Mail Washington NC 27889
Courier No. 16 -04 -01
RECEIVED

North Carolina Wildlife Resources Commission 0,
Gordon Myers, Executive Director
MEMORANDUM
TO: Lyn 1- lardison, Environmental Assistance Coordinator
NCDENR Division of Environmental Assistance and Outreach (DEAD)
it•_.,, ,. --
FROM: Matia T Dunn, Coastal Region Coordinator
Habitat Conservation Program
DATE: September 29, 2014
SUBJECT- Environmental Assessment for USS North Carolina Coffer Dam Installation, New
Hanover County, North Carolina
OLIA No. 15 -0165
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the
environmental assessment (EA) with regard to impacts of the project on fish and wildlife resources Our
comments are provided in accordance with the North Carolina Environmental Policy Act (G.S. 113A -1 et
seq., as amended; l NCAC -25), provisions of the Fish and Wildlife Coordination Act (48 Stat 401, as
amended, 16 U.S.C. 661 et seq.), Coastal Area ;Management Act (G.S. 113A -100 through 113A-
128), as amended and Sections 401 and 404 of the Clean Water Act (as amended).
The EA presents a proposal to install a permanent coffer dam around the USS North Carolina to allow
hull repair and reconstruction Aftet hull repair, the coffer dam will remain to allow for future repairs to
the ship as needed, In addition to the coffee dam installation, a boardwalk will be constructed atop the
coffer dam and connect the shores ofthe basin, extending a nature walkway to Eagle Island. Once the
above improvements aie made, a new visitor center, amphitheatei, bulkhead replacement, parking, and
stormwater treatment area wil I be consti acted, The EA states a sediment curtain will be installed at the
mouth of the bay to minimize turbidity in the Cape Fear Rivei as sheet piles are installed via vibratory
hammer. It is assumed that since water levels within the basin at low tide are near non - existent with pluff
mud coupled with the cathodic protection system that extends from the battleship, minimal loss of public
trust use will occur,
The Cape Fear River at this location is designated as coastal waters and as a primary nurseiy area (PNA)
by the NC Division of Marine Fisheries (NCDMF) Generally speaking, activities in these important
marine areas adhere to a moratorium to minimize impacts to important marine, estuarine, and anadromous
fish species. The EA proposed mitigation foi these impacts by installing a sediment curtain at the mouth
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: [phone] • Fax: [phone]
;v 'V!,, MINIGTON, NC

USS NC Page 2 September 29, 2014
OLfA No 15.0165
The Cape Fear River at this location is designated as coastal waters and as a primary nursery area
(PNA) by the NC Division of Marine Fisheries (NCDMF). Generally speaking, activities in these
important marine areas adhere to a moratorium to minimize impacts to important marine,
estuarine, and anadromous fish species. The EA proposed mitigation for these impacts by
installing a sediment curtain at the mouth of the bay. 'While this will minimize turbidity levels in
the river, the vibratory hammer installation of sheet piles may still create an auditory barrier for
anadromous migration. Therefore, NCWRC will support any measures by the NCDMF or
NOAA to minimize impacts to coastal resources.
Thank you for the opportunity to comment on this EA. If there are any additional comments,
questions, or if our agency can provide further assistance, please contact me at (252) 949 -3916 or
at rnai is clunn,mncrLiidlitj,oj•y
RECEIVED
DCM WILMINGTON, NC
,,

MCDENR
Noiith Carolina Department of Environment and Natural Resources
Division of Coastal Managemeni
Pat McCrory
Governor
MEMORANDUM:
TO: Jonathan Howell, DCM Assistant Major Permits Coordinator
Lyn Hardison, DEACS Environmental Assistance and SEPA Coordinator
FROM. Jessi Baker, DCM Fisheries Resource Specialist
SUBJECT- USS North Carolina Battleship Cofferdam Project)
DATE- September 29, 2014
John E. Skvaria, iII
Secretary
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject Environmental Assessment for proposed actions that impact fish and fish habitats. The purpose of the
project is to construct a permanent cofferdam around the battleship in its current position on the Cape Fear
River in Wilmington. This portion of the river is designated Primary Nursery Area (PNA) by the forth Carolina
Marine Fisheries Commission.
Primary Nursery Areas are essential for post - larval and juvenile species of finfish, crabs and shrimp because
they afford food and protection during a vulnerable period of their life cycle. To protect such sensitive areas,
Coastal Resources Commission rules prohibit most new dredging in PNA because the properties and
conditions that allow the area to perform as PNA would no longer exist if dredging occurred As discussed in
my May 30, 2014 scoping comments and or June 11, 2014 scoping meeting, building a cofferdam has the
potential to prohibit fish access to nursery habitat and impair water circutation /quality, resulting in the area
no longer functioning as PNA
Cofferdam design should include openings large enough to allow for adequate fish access and water flow The
weir openings should be greater in number, spread around the cofferdam, and open throughout the depth of
water column at that location. Please include detailed drawings of the cofferdam, the openings, and the
anticipated post- construction depths in and outside of the cofferdam areas when submitting your CAMA
application package.
Please feel free to contact Jessi Baker at (252) 808 -2808 ext. 213 or iessi.baker @ncdenr.Rov if you have any
further questions or concerns.
400 Commerce Ave, Morehead City NO 28557
Phone [phone] FAX [phone] Intemet NA i nccoastalmanagenient net
An Equal OpportunlV Alhimaave Action Emooyet
RECEIVED
DCM WILMINGTON, NIC
Di_C I 12 0 i4

State of North Carolina
Department of Environment and Natural Resources
INTERGOVERNMENTAL REVIEW - PROJECT COMMENTS
Reviewing Office' WIRO
Project Number 15- 0165Due Bate 9/24/2014
CountyNew Hanover
After review of this project it has been determined that the ENR permn(s) and/or approvals indicated may need to be obtained to order for this project to comply with
North Carolina Laws Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of the form All appl tcattons, infonnatior
and guidelines relative to these plans and permits are available from the saint Regional Office
EIVED
!NGTON, NC
Normal Process Time
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
(statutory lime limit)
El
Permit to construct & operate wastewater treatment facilities,
sewer system extensions & sewer systems not discharging
Application 90 days before begin construction or award ofconstruceon
10 dams
into state surface waters
contracts. On -site inspection, Post - application technical conference usual
(90 days)
NPDES - permit to discharge into surface water and/or
to operate comtnut wasteiater faahues
Application 1:80 days before begin activity On -site tmspecuon Prc-
application conference usual Additionally obtain permit to construct
90 -120 days
penmt and
discharging into state surface staters
wastewater treatment fact Itr,-granted after NPDES Reply time, 30 days rifler
(N /A)
receipt of plans or issue of NPDES permit- whichever is toter
water use Permit
Pre - applicanon technical conference usually necessan
30 days
(NlA)
❑
Well Construction Permit
Complete applicanon must be received and permit issued prior to the
7 days
installation of a well
(I5 days)
Application copy must be served on each adjacent riparian property owner
❑
Dredge and Fill Perms
inspection Pre - application conference usual Filling may require
55 days
Easement to Fill from N C Department of Admimstranon and
Easement
(90 days)
Federal Dredge and Fill Permit
❑
Permit to construct & operate Air Pollution Abatement
facilities Emission Sources L A NCAC
Application must be submitted and permit received prior to
construction and operation ofthe source If a permit is required man
90 days
and/or as per
area without local zoning, then there are additional requirements and
(2Q 0100 (hru 2Q 0300)
timeimes (2Q 01 13)
El
Permit to construct & operate Transportation Facility as
15 A NCAC 0800, 2Q 0601)
Application mast be submitted at least 90 days pitor to constnicuon or
90 days i
per (2D
modification of the source
i 1
Any open burning associated with subject proposal must be
in compliance with 15 A NCAC 2D 1900
Demolition or renovations of structures contaimng asbestos
❑matenal
must be in compliance with 15 A NCAC 20 1110
60 days
(a) (1) %ibich requires notification and removal prior to
N/A
(90 days)
demolition Contact Asbestos Control Group 919. 707.5950
Cmnple% Source Permit required under 15 A NCAC
2D 0800
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity An erosion & sedunentatton
Eldays
control plan will be required it one or more acres to be disturbed Plan filed with proper Regional Office (Land Quality Section) At least 30
20 days
before begtmmng activity A fee of $65 for the first acre or aoy part of an acre An express review option isavailable with additional
(30 days)
fees
E:i I
Sedimentation and erosion control must be addressed in accordance with NCDOT's approved program Particular attention should be given
to design and installation of appropriate perimeter sediment trapping devices as well as stable stormivater conveyances and outlets
(30 days)
On -site inspection usual Surety bond filed with ENR Bond amount vanes
❑
Mining Permit
with type mine and number of acres ofaffected land Any arc mined greater
30 days
than one acre must be permitted The appropriate bond mast be received
(60 days)
before the permit can be issued
T
On -she inspection by N C Division Forest Resources if permit exceeds 4
1 day,
North Carolina Burning permit
days
(N /A)
❑On
Ground Clearance Burning Permit - 22
-site inspection by N C Division Forest Resources required "if more than
five acres ofground clearing activities are involved Inspections should be
1 day
rourities m coastal N C with organic soils
counties
"
(N /A}
requested at least ten days before actual burn is planted
❑
Oil Refining Facilities
N/A
90.120 days
(N /A)
[f permit required application 60 days before begin construction Applicant
must hire N C qualified engineer to prepare plans inspect construction
certify construction is according to ENR approved plans May also require
Dam Safety Permit
permit under mosquito control program And a 404 permt from Corps of
30 days
Engineers. An inspection of site is necessary to verify Hazard Classification
(60 days)
A minimum tee of $200 00 must accompany the application. An additional
processing fee tressed oil a percentage or the total project cost will bt required
RE
J
ie 16, 2014
upon cam pietion
D( tj(r t
EIVED
!NGTON, NC

Project Number 15- 0165Due Date: 9 /24/2014
Normal Process Time
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
(statutory time limit)
❑
Permit to drill
File surety bond of S5 000 with ENR running to State of NC condntonal mat any well
f0 days
exploratory oil or gas %tell
opened b y drill operator shall, upon abandonment, be plugged according to ENR rules
Geophysical Exploration Permit
and regulations
Nay
❑
Application filed with ENR at least 10 days prior to issue of permit Application by
10 days
letter No standard application form
,yrA
❑
State Lakes Constriction Permit
Application fee basca on structure size is charged Must include descriptions &
15 -20 days
dra.k ings Of structure & proor of ownership of ripananproperty
N/A
®
401 Water Qualit), Certification
N/A
60 days
(130da s)
❑
CAMA Permit ror MAJOR development
$250.00 fee must accompany application
55 days
(150 days)
❑
CA,MA Permit for MINOR development
550 00 ree must accompany application
P Y PP
22 days
(2S days)
❑
Several geodetic monuments are located in or near the project area. It anv monument needs to be moved or destroyed, please notify
N C Geodetic Survey, Boe 27687 Raleigh,
NC 27611
❑
Abandonment of any wells, if required must be in accordance with Title 15A Subchapter 2C 0100
❑
Notificatton of the proper regional office is requested if'orphan" underground storage tanks (USTS) are discovered during any excavation operation.
❑
Compliance with 15A NCAC 214 1000 (Coastal Stonmvater Rides) is required
45 days
_
(N; A)
❑
Tar Pamlico or Neuse Riparian Buffer Rules required
Plans and specifications for the construction, expansion, or alteration of a public water system must be approved by the Division of A'aw
❑
Resources/Public Water Suppiy Section pilot to the award of a contract or the initiation of construction as per I SA NCAC 18C 0300 et seq Plans and
specifications should be submitted to 1634 Mail Service Center, Raleigh North Carolina 27699 -1634 All public water supply systems must comply
30 days
with state and federal drinking eater monitoring requirements For more information, contact the Public Water Supply Section, [phone]
❑
If eeisting water lines bill be relocated during the construction, plans for the water line relocation mttst be submitted to the Division of Ware'
Resources/Pubhc Water Supply Section
w
at 1634 Mad Service Center, Raleigh, North Carolina 27699 -1634 For more information, contact the Public
30da}s
Water Supply Section, (919) 707 -9100
Other comments (attach addi tional pages as necessa , being certain to cue comment authority )
Division
Initials
No Comments
Date
comment
Review
DAQ
n/a
❑
'a
DWR -WQROS
JHG
El
Project will require 401 Water Quality Certification
9/26/14
(Aquifer & Surface)
DWR -PWS
n/a
❑
DEMLR (LQ & SW)
n/a
❑
DWM - UST
n/a
/ /
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below
[]Asheville Regional Office ❑Mooresville Regional Office ®Wilmington Regional Office
2090 US Highway 70 610 East Center Avenue, Suite 301 127 Cardinal Drive Extension
Swannanoa, NC 28778 Mooresville, NC 28115 Wilmington, NC 28405
(828) 296 -4500 (704) 663 -1699 (910) 796 -7215
❑Fayetteville Regional Office
225 North Green Street, Suite 714
Fayetteville, NC 28301 -5043
(910) 433 -3300
June 16,2014
❑Raleigh Regional Office
3800 Barrett Drive, Suite l01
Raleigh, NC 27609
(919) 791 -4200
❑Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
(252) 946 -6481
[]Winston -Salem Regional Office
585 Waughtown Street
Winston - Salem, NC 27107
(336) 771 -5000
RZECEIV'ED
DCM WILMINGTON, MINGTON, NC
DEC -11 Z a I

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINIS'T'RATION
INTERGOVERNMENTAL REVIEW
COUNTY: NEW HANOVER E12: OTHER STATE NUMBER: 15- E- 4800 -0165
DATE RECEIVED: 08/28/2014
AGENCY RESPONSE: 09/24/2014
: -13, 14 REVIEW CLOSED: 09/29/2014
MS RENEE GLEDHILL- EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES (J�i fl
STATE HISTORIC PRESERVATION OFFICE �'d
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
tv" �
PROTECT INFORMATION
APPLICANT N.0 Department of Cultural Resources
TYPE State Environmental Policy Act
Environmental Assessment /Finding of No Significant Impact
DESC. Proposed project is for the installation of a permanent cofferdam around the
perimeter of the USS North Carolina Battleship. - View documents at
https: / /sme sharefile .com /d /sf68ddf74d9Q4cf2b
CROSS - REFERENCE NUMBER: 14 -E- 4800 -0446
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 ServicelCenter, Raleigh NC 27699 -1301.
If additional -review time is needed, please contac4 this office at 919)807 -2425.
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED- FP NO COMMENT ❑ COMMENTS ATTACHED
SIGNED BY. / °�` r
DATE q. I%. t -1,
%C) K
�J
SEP
i 1
Au
Y �
ti
RECE €VED
€RCN€ !t I € AINGTON, NC
,_ - °
i L3�

NORTH CAROLI14A STA'T'E CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: NEW HANOVER H12; OTHER STATE NUMBER: 15 -E -4800 -0165
DATE RECEIVED: 08/28/2014
AGENCY RESPONSE: 09/24/2014
REVIEW CLOSED: 09/29/2014
MS CAROLYN PENNY
CLEARINGHOUSE COORDINATOR
CC &PS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC # 4719
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
APPLT_CANT. N.C. Department of Cultural Resources
TYPE: State Environmental Policy Act
Environmental Assessment /Finding of No Significant Impact
it
DESC: Proposed project is for the installation of a permanent cofferdam around the
perimeter of the USS North Carolina Battleship. - View documents at
https: / /sme.sharefile com /d /sf68ddf74d904cf2b
CROSS - REFERENCE NUMBER: 14 -E- 4800 -0446
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 (919 )807 -2425.
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED:
SIGNED BY.
NO COMMENT ❑ COMMENTS ATTACHED
DATE
a�
Cy
)h
SEP 20114
�R4tit��.�.,i�i,M
4
'�

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: NEW HANOVER H12: OTHER STATE NUMBER: 15 -E- 4800 -0165
DATE RECEIVED: 08/28/2014
AGENCY RESPONSE: 09/24/2014
REVIEW CLOSED: 09/29/2014
MS CARRIE ATKINSON
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
IN
CAPE FEAR COG
CC &PS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS r `
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT, N C Department of Cultural Resources
TYPE: State Environmental Policy Act
Environmental Assessment /Finding of No Significant Impact
DESC Proposed project is for the installation of a permanent cofferdam around the
perimeter of the USS North Carolina Battleship. - View documents at
https: / /sme sharefile com /d /sf68ddf74d904cf2b
CROSS - REFERENCE NUMBER 14- E- 4800 -0446
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 Marl Service Center, Raleigh NC 27699 -1301
If additional review time is needed, please contact this office at (919)807 -2425
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED- NO COMMENT [] COMMENTS ATTACHED
SIGNED BY, Al-A-11 DATE:
A9101i'
sop 2p�¢
�n751 C�lvED
1IVL MINGTON, NC