20160272 Ver 2_CAMA Application_20231103

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT: PA-1125
1. APPLICANT'S NAME: Wanchese Marine Industrial Park
2. LOCATION OF PROJECT SITE: 622 Harbor Rd Wanchese, NC 27981
Longitude:-75.62111 Latitude: 35.8455
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
I Applicant Present?
10/25/2023
Site visit for major permit application received
I No
5. PROCESSING PROCEDURE:
Application Received
Application Complete
Regional Office
10/4/2023
10/6/2023
DCM - Elizabeth City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Dare County
Land Classification from LUP: WISP
(B) AEC(s) Involved: Public Trust Areas, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: Central
Planned: N/A
(F) Type of Structures:
Existing: Pier or dock, Bulkhead(wood), Misc. building
Planned: Pier, Excavation, Bulkhead, Fill
(G) Estimated Annual Rate of Erosion: N/A
Erosion Information Source: On -site observation
7. HABITAT DESCRIPTION:
DREDGED ft2
FILLED ft2
OTHER ft2
(A) Open Water
2610
Click or tap here to enter
text.
(B) CW's above NHW
C CW's below NHW
(D) Shallow Bottom
2610
145
E High Ground
4356
F Non -Coastal WL
(E) Total Area Disturbed: 9,721 ft2 (0.22 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SC: Aquatic Life, Secondary Contact Recreation, Tidal Salt
Water
Open to Shellfishing: No
Field Investigation Report: Wanchese Marine Industrial Park
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
1) Demolition of existing timber and concrete deck, retaining wall and ramp. 2) Construction
of a steel sheet pile bulkhead with concrete cap; installation of new cleats and timber fenders
along the face of the bulkhead. 3) Backfill and construct a concrete slab on grade behind the
new bulkhead for a waterfront operations platform, support foundation and framing to support
industrial ice machines. 4) Construct a concrete retaining wall separating the lower -level
waterfront operations platform from the primary building and a replacement concrete ramp for
forklift access along the two levels.
9. NARRATIVE DESCRIPTION:
The applicant's property is located at 622 Harbor Road, Lot 28a, in Wanchese, Dare County.
The project site is behind the O'Neal's Sea Harvest Restaurant and fish house building(s). The
—18,000 sf parcel, #024855021, is leased from the Wanchese Marine Industrial Park. The
adjacent waterbody is a man-made basin extending from Mill Landing Creek (Mill Creek),
which connects to the Roanoke Sound. The site is developed with a fish house building and
other storage buildings associated with the seafood business, as well as a wooden bulkhead,
wooden/concrete shoreside dock with ice machine and concrete ramp for transportation of
items between the fish house, docking platform, and a pier. There is no vegetation in this
project area, and the 145 linear foot (lft) hardened shoreline has an elevation of —5' above
normal water level (NWL).
The riparian property to the west is a boat building business developed with a bulkhead
shoreline, boat ramp, piers, slips, boardwalks and buildings. The immediate adjacent
properties are developed with boat building businesses developed with bulkheads, piers, finger
piers, slips and commercial buildings. The riparian property to the southeast is developed with
a shoreside dock and slips.
Permit history for the project site include: 1) Major Permit (MP) #48-16 issued on
04/27/2016to the NC Seafood Industrial Park Authority for O'Neal's Seafood, and 2) MP #23-
99 issued on 02/22/1999 to NC Seafood Industrial Park for O'Neal's Sea Harvest.
The water classification for the adjacent water body of Mill Landing Creek (Mill Creek) is SC:
Aquatic Life, Secondary Contact Recreation, and is part of the Pasquotank River Basin. The
adjacent waterbody is designated as Coastal Waters, is closed to shellfish taking, and is not
within a PNA. The water depth immediately adjacent the project area is -5' NWL.
10. PROJECT DESCRIPTION:
The existing waterfront infrastructure at O'Neal's Sea Harvest has deteriorated to the point that
conditions are raising safety concerns. The timber bulkhead has been shifting, the forklift
ramp on the platform and dock area is sinking, and the pilings along the front of the dock are
leaning. The access steps to the lower floating platform do not connect to the dock. The
project will include the following:
Demolition of the existing timber/concrete dock, concrete ramp, timber retaining/bulkhead
wall and timber fender piles; removal of a 9'x10 section of the timber dock/finger pier.
Field Investigation Report: Wanchese Marine Industrial Park
DCM Major Permit
Page 12

A 145.51ft steel sheet pile bulkhead and reinforced concrete cap is proposed to be 20'
waterward of the existing timber wall. This new sheet pile bulkhead will be placed directly in
front of the existing timber/concrete dock prior to the demolition of the dock. The top
elevation of the bulkhead is proposed to be 5' above NWL and the pile tip approximately -40'
NWL. An area of 145'x 18'x-4' will be excavated underneath the dock, removing
approximately 2,610 sf of soil, and the dredge spoil will be removed from the site. Clean
earthen fill will be used to backfill the area, in addition to the laying of geotextile fabric and
creating a gravel base. A 145'xl5' concrete slab on grade will be built behind the bulkhead for
a new waterfront platform, with a concrete retaining wall separating the lower -level operations
platform from the primary building. A new concrete ramp will be constructed for forklift
access along the two levels. New cleats and timber fenders will be installed along the face of
the bulkhead.
A 9'x10' (90 sf) section of timber dock will be replaced in front of the new bulkhead,
reconnecting with the existing finger pier.
11. ANTICIPATED IMPACTS:
Excavation and backfill of the area underneath the dock will impact 2,610 sf of Shallow
water bottom habitat.
Installation of the bulkhead will result in 145.5 sf of impact to shallow bottom habitat.
Construction of the replacement timber dock will result in continued shading 90 sf of open
water habitat (no net change).
Temporary upland disturbance of 4,356 sf will occur during demolition and construction.
Name: Yvonne Carver Date: 11-01-2023 Office: DCM - Elizabeth City Regional Office
Field Investigation Report: Wanchese Marine Industrial Park
DCM Major Permit
Page 13

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision Expiration
PA-1125
DCM Major Permit
10-04-2023
10-06-2023
01-15-2024
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Wanchese Marine
Industrial Park
Wanchese
Marine
Industrial Park
[e-mail]
2524735867
2524735867
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
633 Harbor Road
Wanchese
North
Carolina
27981
633 Harbor Road
Wanchese
North
Carolina
27981
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Moffatt and
Moffatt
and
[e-mail]
9196065813
9193347964
Nichol (Rachel
Nichol
Baker)
(Rachel
Baker)
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
305 COMMERCE AVE
Morehead
North
28557
305 COMMERCE AVE
Morehead City
North
28557
City
Carolina I
Carolina
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
Wanchese Marine Industrial Park Waterfront
Improvements
Commercial
4356 Sq. Ft. / 0.1 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: Unavailable to applicant at this time.
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
622 Harbor Rd Wanchese, NC
27981
Dare
Pasquotank
024855021
35.8455
-75.62111
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
At the proposed project site, there is a commercial seafood house, along with its associated docking and storage facilities. For daily
use of the seafood house, there is an ice machine supported by steel and wooden support beams, an HVAC system, and other
associated utilities. There is currently a docking platform and concrete ramp for transporting material to and from the seafood
house and docking platform, along with a forklift.
Existing Land Uses:
The primary functions of the North Carolina Marine Industrial Park Authority are to promote, develop, construct, equip, maintain,
and operate the two marine industrial parks for the State. At the Wanchese Marine Industrial Park, the Authority leases land to
tenants who typically build their own buildings, or in some instances, the Authority will erect a building for tenants. The Park's 30
lots are fully leased to various businesses including boat building, commercial fishing, marina, and supply chain operations. In total,
the Park contains 53 acres of land, a 15-acre basin, and its own wastewater treatment and water systems. Buildings on site range in
size from just over 3,000 sq. ft. to 30,000 sq. ft.

Existing Wastewater Treatment/Disposal:
The Wanchese Marine Industrial Park has its own sanitary wastewater treatment system on site.
Solid Waste/Fish Offal/Trash Disposal:
Solid waste and trash disposed of at approved trash disposal area.
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The existing facilities at the Wanchese Marine Industrial Park are in need of updating. Current conditions of the structures found on
site now pose serious safety concerns for any individuals needing to utilize the park and its facilities. These safety concerns, if not
addressed, will hinder any potential future economic growth of the North Carolina Marine Industrial Park Authority and its local
constituents. The purpose of the proposed action is to restore the structural integrity of the existing infrastructure and functionality
of associated utilities. The proposed project includes demolition and reconstruction activities in order to install newer, stronger
infrastructure that will last. This proposed project would diminish safety concerns for business owners utilizing the park and ensure
structural integrity into the future so that the park maintains its functionality for decades to come.
Buildings/Facilities/Units/Structures:
The existing pier consists of a concrete deck supported by timber stringers, timber bent caps, and timber piles. A steel sheet pile wall
with a concrete cap will be installed in front of the existing pier before the demolition of the existing pier begins. Once the steel
sheet pile wall is installed, the existing ice machine platform will be temporarily supported. The demolition of the existing pier will
include the removal of the concrete deck, concrete ramp, timber stringers, and timber bent caps. The existing timber piles will be cut
off to a desired elevation. The area behind the installed bulkhead will be backfilled with soil. A concrete slab on grade will then be
built behind the bulkhead to serve as the waterfront operations platform. The construction of the waterside features will be
performed via the water and barges. No dredging or disposal of fill material is proposed as part of this project.
Use & Daily Operations:
The Authority leases land to tenants who typically build their own buildings, or in some instances, the Authority will erect a building
for tenants. Due to the Authority's flexibility and efficiency, there exists a business -friendly environment that has boosted success
for a number of business owners over the many years since its opening. The Park's 30 lots are fully leased to various businesses
including boat building, commercial fishing, marina, and supply chain operations.
Construction Methodology & Equipment:
The construction procedure for the new bulkhead involves the following general procedure. To prepare the site for the installation
of the new bulkhead, the existing timber fender piles are removed. The floating dock is relocated, and sections of the existing
bulkhead and the finger pier are demolished. The installation of the new steel sheet pile and concrete cap is executed using a
material barge that holds the the sheet piles and a crane barge equipped with a hammer. This is followed with the phased
demolition of the existing pier. The demolished area of the pier is dredged using an excavator mounted on a barge. The next steps
include backfilling and compacting the area with structural fill, laying geotextile fabric, and creating a gravel base. A concrete slab
and retaining wall are then poured at the lower levels, followed by the pouring of a concrete curb and slab at the upper levels.
Development Activities Narrative Specifics:
Due to space limitations, see detailed project narrative in Tab A of this application.
Application Narrative:
Due to space limitations, see detailed project narrative in submitted documents.
A DWR Pre -filing notification was submitted on 03/28/23.
* The project proponent hereby certifies that all information contained herein
is true, accurate, and complete to the best of my knowledge and belief.
* The project proponent hereby requests that the certifying authority review
and take action on this CWA 401 certification request within the applicable
reasonable period of time.
Boat Ramp Development Activity Included: False

Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
False
Source of Erosion Amount Information
Shoreline Stabilization
Type of Stabilization
Describe "Other' Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Other
Steel sheet piles
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
145.5
2
20
20
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
2610
Earth
Clean backfill source to be determined by contractor
How Will Fill Material be Kept on Site and Erosion Controlled
Backfill will be contained behind sheet pile bulkhead
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: True
Docking Facilities Details
Facility Use
# of Tie Pilings
Existing Slips
New Slips
Commercial
0
5
0
Commercial
0
0
0
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Fixed Finger Piers
9
10
1
Freestanding Moorings & Buoys Associated With This Docking Facility
Structures Consistent With Water Use Plan
Existing Freestanding Moorings & Buoys Slips
New Freestanding Moorings & Buoys Slips
False
0
0
Buoy Details:
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline I Arc of Swing Water Depth
Excavation Development Activity Included: True
Excavation Details
Amount & Type of Material to be Excavated From Below NHW or NWL
Volume (Cu Yds)
Area (Scl Ft)
Type of Material
"Other' Material Description
370
2,610.00
Mud/Fines
Will Material Be Excavated From Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Wetlands Crossed Transporting Equipment to Site
Steps Taken to Avoid/Minimize Environmental Impact
False

Excavation Purposes
Purpose
Length
Width
Avg Existing Depth
Final Project Depth
Boat Basin
145.00
1 18.00
-7.00
-11.00
Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
To be chosen by
contractor
No
To be chosen by contractor
No
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
0.00
0.00
Does Disposal Area Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
How Will Excavated or Fill Material at the Disposal Area be Kept on Site and Erosion Controlled
Appropriate sedimentation and erosion control measures will be implemented at excavation area to prevent erosion from leaving
the site.
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False

Other Fill Below Water Level Development Activity Included: True
Other Fill Below Water Level For Utility Crossing
Will Fill Material be Placed in Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
2610
Backfilling for structural support
How Will Fill Material be Kept
on Site and Erosion Controlled
Wetlands Crossed Transporting
Equipment to Project Site
Steps Taken to Avoid/Minimize Environmental Impact
Sheet piles will be driven first
and all fill material will be
contained behind sheet piles
False
Other Fill Dimensions
Length
Width
Type of Fill
"Other" Fill Type Describe
Purpose of Fill
145
18
Other
Clean backfill
Backfill behind bulkhead to provide structural support
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
0
0
0
4356
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
100.00
100.00
False
Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False

General Development Activity Details Required
General Development Activity Questions
These questions are applicable if 1 of the following development activities are included in the project
(Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines,
Shoreline Stabilization Submerged Lands Mining)
Boat Type(s)
Typical Boat Length
Other Boat Type (Describe)
Other
25
Various commercial fishing vessels
Adj Riparian Property Line #1 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #2 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
272
1610
Width of Water Body
Water Depth @ Waterward End of
Structure (NLW or NWL)
Water Depth @ Most Landward
Boat Slip (NLW or NWL)
Water Depth @ Most Waterward
Boat Slip (NLW or NWL)
530
7
7
7
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
Beyond Shoreline
False
Marina Development Activity Details Required

PERMIT APPLICATION NARRATIVE
FOR
Wanchese Marine Industrial Park
Waterfront Improvements
Prepared by:
Moffatt & Nichol
305 Commerce Ave
Suite 201
Morehead City, NC 28557

1. Introduction
The North Carolina Marine Industrial Park Authority is governed by the North Carolina Department of
Commerce. The Authority currently operates two marine parks: the Wanchese Marine Industrial Park
and the Engelhard Marine Industrial Park. The primary functions of the Authority are to promote,
develop, construct, equip, maintain, and operate the two marine industrial parks for the State.
The Wanchese Marine Industrial Park, opened in 1981, is located on the south end of Roanoke Island in
Dare County. The Authority leases land to tenants who typically build their own buildings, or in some
instances, the Authority will erect a building for tenants. Due to the Authority's flexibility and efficiency,
there exists a business -friendly environment that has boosted success for a number of business owners
over the many years since its opening. The Park's 30 lots are fully leased to various businesses including
boat building, commercial fishing, marina, and supply chain operations. In total, the Park contains 53
acres of land, a 15-acre basin, and its own wastewater treatment and water systems. Buildings on site
range in size from just over 3,000 sq. ft. to 30,000 sq. ft. The Park has continued to see success and
contribute to the North Carolina economy since its opening over 40 years ago. In 2015 alone, the Park
had an annual impact to the State of $105 million. It is due to the success of the Wanchese Marine
Industrial Park that the Authority was able to acquire and develop land for the Engelhard site in 2007.
This permit application involves waterfront improvements on a specific lot of the Wanchese Marine
Industrial Park property, Lot 28A. This lot is located in the northern corner of the basin on Mill Landing
Creek. The proposed demolition and construction activities will specifically take place waterward of the
O'Neal's Sea Harvest seafood and docks and storage facilities.
2. Purpose and Need
The existing facilities at the Wanchese Marine Industrial Park are in need of updating. The current facility
has been in place for over 40 years, and its 30 lots have been used heavily by various businesses during
this time. At the O'Neal's Sea Harvest docks, pieces of the waterfront infrastructure, including the timber
bulkhead and platform, are deteriorating and conditions are continuing to worsen with time. The
bulkhead is shifting, causing adjacent work areas to sink and depress. A forklift ramp on the
platform/dock area is caving in, posing an ongoing safety issue. With the forklift ramp becoming
unusable, and the structural integrity of both the bulkhead and platform in jeopardy, current conditions
now pose serious safety concerns for any individuals needing to utilize the park and its facilities. These
safety concerns, if not addressed, will hinder future operations of O'Neal's Sea Harvest facilities.
The purpose of the proposed action is to restore the structural integrity of the existing infrastructure and
functionality of associated utilities at the O'Neal's Sea Harvest docks. The proposed project includes
demolition and reconstruction activities in order to install newer, stronger infrastructure. This proposed
project would diminish safety concerns for O'Neal's Sea Harvest and ensure structural integrity for its
facilities.
The project would include the following:
• Demolition of the existing timber and concrete deck approximately 140 ft x 18 ft, concrete ramp,
and timber retaining wall.

• Construction of a cantilevered steel sheet pile bulkhead and reinforced concrete cap.
• Backfilling and construction of a concrete slab on grade behind the bulkhead to serve as the
waterfront operations platform.
• Installation of new mooring hardware (cleats) and timber fenders along the face of the
bulkhead.
• Construction of support foundation and framing for the existing elevated timber platform
supporting three existing industrial ice machines.
• Construction of a concrete retaining wall separating the lower -level waterfront operations
platform from the primary building facility.
• Construction of a concrete ramp for forklift access along the two different levels.
3. Existing Conditions
The existing facilities are located at 622 Harbor Road in Wanchese, North Carolina on Lot 28 A of the
Marine Industrial Park property. The park property sits on the Roanoke Sound, specifically between
Broad Creek and Mill Landing Creek. The park facility consists of 53 acres of land, a 15-acre basin, and its
own wastewater treatment and water systems. Lot 28A sits on the northern corner of the basin at Mill
Landing Creek and is less than 0.5 acres in size.
4. Proposed Action
The existing pier consists of a concrete deck supported by timber stringers, timber bent caps, and timber
piles. A steel sheet pile wall with a concrete cap will be installed in front of the existing pier before the
demolition of the existing pier begins. Therefore, the constructed pier will have approximately the same
footprint as the existing pier. This structure will be a replacement and is not considered new work or
maintenance. Once the steel sheet pile wall is installed, the existing ice machine platform will be
temporarily supported. The demolition of the existing pier will include the removal of the concrete deck,
concrete ramp, timber stringers, and timber bent caps. The existing timber piles will be cut off to a
desired elevation. The area behind the installed bulkhead will be backfilled with approximately 2,610
square feet of clean soil. An approximately 145-foot-long concrete slab on grade will then be built behind
the bulkhead to serve as the waterfront operations platform. The construction of the waterside features
will be performed via the water and barges. No dredging or disposal of fill material is proposed as part of
this project.
The construction procedure for the new bulkhead involves the following general procedure. To prepare
the site for the installation of the new bulkhead, the existing timber fender piles are removed. The
floating dock is relocated, and sections of the existing bulkhead and the finger pier are demolished. A
new steel sheet pile bulkhead (approximately 45 feet high) with a concrete cap is then built using a
material barge that holds the sheet piles and a crane barge equipped with a hammer. This is followed by
the phased demolition of the existing pier. In every phase, certain areas of the concrete deck and timber
sub -structure of the existing pier are demolished. The muck/ unsuitable soil in the demolished area of
the existing pier is then excavated (approximately 2,610 square feet of soil) using an excavator mounted
on a barge. The next steps include backfilling and compacting the area with structural fill, laying

geotextile fabric, and creating a gravel base. A concrete slab and retaining wall are then poured at the
lower levels, followed by the pouring of a concrete curb and slab at the upper levels.
The decision to opt for the construction of a bulkhead to replace the existing pier takes into account the
following considerations. From an operational perspective, the construction of a new bulkhead offers the
advantage of a phased demolition of the existing pier. This approach significantly minimizes disruption
and reduces the shutdown duration for ongoing operations, ensuring uninterrupted operations for
O'Neal's Sea Harvest. Unlike the construction of a pier, which would pose challenges for a staged
construction, the gradual replacement offered by a bulkhead is less complex and easier to execute.
From an engineering standpoint, this choice aligns with the avoidance of driving piles in close proximity
to the existing retaining wall. The potential risks associated with driving piles close to an aging and
deteriorated retaining wall are mitigated, preventing material loss and slope destabilization. The
constructability of the project is a key factor, as the design involves a two -level retaining wall. The
restricted space for the demolition of the current pier and the challenge of constructing a new retaining
wall over water render the bulkhead a more feasible solution. Choosing a bulkhead allows for
construction over the graded area, easing the sequencing challenges posed by the site's layout and
facilitating a smoother implementation process.
The proposed project would involve the placement of approximately 2,610 square feet of fill within open
waters. However, this fill will be clean and contained and is not expected to have any long-term negative
impacts to the water quality in the project area. The proposed project is not expected to result in the
development of any new impervious or built -upon areas with the exception of the area of the new
concrete slab.
5. Supplemental Information for Endangered Species Act (ESA) Section 7
This section identifies ESA -listed species with the potential to occur in the Project vicinity and potential
project related impacts to these species. Information regarding the presence of federally listed species
within the Project vicinity was obtained from the US Fish and Wildlife Service (USFWS) Information for
Planning and Consulting (IPaC) (USFWS, 2023).
5.1 ESA -Listed Species
The following species are ESA -listed with potential to occur in the action area.
Table 1. Species listed under the ESA with potential to occur in the action area
Northern Long-eared Myotis septentrionalis Endangered Not designated NLAA
Bat
Red Wolf
rufus
Tricolored Bat Perimyotis subfiavus
West Indian Manatee Trichechus manatus
Endangered Not designated NLAA
Endangered Not designated NLAA
Threatened Not in project NLAA
area

Eastern Black Rail
Laterallus jamaicensis ssp.
Threatened
Not designated
NLAA
jamaicensis
Piping Plover
Charadrius melodus
Threatened
Not in project
NLAA
area
Red Knot
Calidris canutus rufa
Threatened
Not designated
NLAA
Red -cockaded
Picoides borealis
Endangered
Not designated
NLAA
Woodpecker
Similarity of
American Alligator
Alligator mississippiensis
Appearance
Not designated
NLAA
(Threatened)
Green Sea Turtle
Chelonia mydas
Threatened
Not in project
NLAA
area
Hawksbill Sea Turtle
Eretmochelys imbricata
Endangered
Not in project
NLAA
area
Kemp's Ridley Sea
Lepidocheyls kempii
Endangered
Proposed, not
NLAA
Turtle
designated
Leatherback Sea Turtle
Dermochelys coriacea
Endangered
Not in project
NLAA
area
Loggerhead Sea Turtle
Caretta Caretta
Threatened
Not in project
NLAA
area
NLAA = Not Likely to Adversely Affect
According to the USFWS species lists, the species listed below may occur in the vicinity of the action
area. Site investigations and literature review, however, indicated that these species are not likely to be
present within the action area, and are, therefore, unlikely to be affected by the proposed action.
Rationale for the exclusion of these species is provided below.
• Northern Long-eared Bat (Myotis septentrionalis) — Endangered
o The northern long-eared bat is a wide-ranging species found in 37 states and eight
provinces in North America. The species typically overwinters in caves or mines and
spends the remainder of the year in forested habitats. During the summer and portions
of the fall and spring, northern long-eared bats may be found roosting singly or in
colonies underneath bark, in cavities or in crevices of both live trees and snags, or dead
trees. Males and non -reproductive females may also roost in cooler places, like caves
and mines. Suitable habitat for the Northern long-eared bat does not exist within the
project area.
• Red Wolf
o Once found from Texas to New York, today the red wolf is only found in eastern North
Carolina. Specifically, the red wolf can be found in five counties of North Carolina: Dare,
Hyde, Tyrrell, Washington, and Beaufort. Red wolves inhabit upland and bottomland
forests, coastal prairies, swamps and marshes. They require dense vegetation to protect
denning sites and resting areas. This species hunts mostly small mammals such as
rabbits and raccoons and will occasionally prey on small deer. The red wolf is secretive
and mostly nocturnal with much of its activity concentrated around dawn, dusk and

early evening. During the winter, however, it frequently becomes more diurnal. Hunting
is usually centered around a promising area within its larger home range. The study area
for this proposed project lacks the coastal wetland habitat and dense vegetation
required for this species. Suitable habitat for the red wolf does not exist within the
project area.
• Tricolored Bat
o The tricolored bat is native to North America and can be found across the eastern and
central United States. Tricolored bats appear to inhabit landscapes that are partly open,
with large trees and plentiful woodland edges. They are found in a variety of terrestrial
habitats, including grasslands, old fields, suburban areas, orchards, urban areas and
woodlands, especially hardwood woodlands. The tricolored bat forages along forest
edges and over ponds and waterways for small insects, such as leafhoppers, ground
beetles, flies, small moths, and flying ants. They typically will hibernate on cave walls or
ceilings. These bats are loyal to their hibernation sites and may return to the same cave
or mine every winter of their lives. Suitable habitat for the tricolored bat does not exist
within the project area.
• West Indian Manatee
o West Indian manatees have been observed in all the North Carolina coastal counties.
West Indian manatees are found in canals, sluggish rivers, estuarine habitats, and salt
water bays, and as far off shore as 3.7 miles. They utilize freshwater and marine habitats
at shallow depths of 5 to 20 ft. In the winter, between October and April, manatees
concentrate in areas with warm water. During the other time of the year habitats for the
manatee are those with sufficient water depth, an adequate food supply, and in
proximity to freshwater. West Indian manatees require a source of freshwater to drink.
West Indian manatees are primarily herbivorous, feeding on any aquatic vegetation
present, but they may occasionally feed on fish. The study area is too far inland and lacks
large aquatic habitats associated with this species. Suitable habitat for the West Indian
manatee does not exist within the study area.
• Eastern Black Rail
o Eastern black rails occupy the upper zone of tidal marshes (high marsh) along the
Atlantic Coast. High marsh areas are only inundated during extreme high tide events and
are dominated by plants such as salt meadow hay, saltgrass, and interspersed with
shrubs such as marsh elder or groundsel tree. Additional habitat features include higher
saline patches dominated by Salicornia spp. And patches of needlerushes (Juncus spp.).
The study area, although located in a county along the Atlantic Coast, is only made up of
disturbed and maintained land and lacks tidal marshes. Suitable habitat for the Eastern
black rail does not exist within the study area.
• Piping Plover
o The piping plover occurs along the entire eastern coast of the United States. North
Carolina is uniquely positioned in the species' range, being the only State where the
piping plover's breeding and wintering ranges overlap and the birds are present year-

round. They nest most commonly where there is little or no vegetation, but some may
nest in stands of beach grass. The nest is a shallow depression in the sand that is usually
lined with shell fragments and light- colored pebbles. The study area lacks beach habitat
associated with this species. The study area is not located within critical habitat for this
species in Onslow County. Suitable habitat for the piping plover does not exist within
the study area.
• Red Knot
o The rufa red knot's unique and impressive life history depends on suitable habitat, food,
and weather conditions across its long-distance migratory sites spanning the Western
Hemisphere. Coastal habitats used by rufa red knots in migration and wintering areas
are similar in character: generally coastal marine and estuarine habitats with large areas
of exposed intertidal sediments. Migration and wintering habitats include both high-
energy ocean- or bay -front areas, as well as tidal flats in more sheltered bays and
lagoons. Preferred wintering and migration habitats are muddy or sandy coastal areas,
specifically, bays and estuaries, tidal flats, and unimproved tidal inlets. Suitable habitat
for the red knot does not exist within the study area.
• Red -cockaded Woodpecker
o Red -cockaded woodpeckers are found throughout the southeastern United States.
These woodpeckers make their homes in mature pine forests. While other
woodpeckers bore out cavities in dead trees where the wood is rotten and soft, the
red -cockaded woodpecker is the only one which excavates cavities that are exclusively
in living pine trees. This species requires a dense growth of trees and underbrush
covering a large tract. Suitable habitat for American alligator is not present within the
study area.
• American Alligator
o In North Carolina, alligators have been recorded in nearly every coastal county, and
many inland counties to the fall line. The alligator is found in rivers, streams, canals,
lakes, swamps, and coastal marshes. Adult animals are highly tolerant of salt water, but
the young are apparently more sensitive, with salinities greater than 5 parts per
thousand considered harmful. The American alligator remains on the protected species
list due to its similarity in appearance to the Endangered American crocodile. This
species listed as threatened due to similarity of appearance do not require Section 7
consultation with the USFWS. Suitable habitat for American alligator is not present
within the study area.
• Green Sea Turtle
o The green sea turtle is found in temperate and tropical oceans and seas. Nesting in
North America is mostly limited to small communities on the east coast of Florida
requiring beaches with minimal disturbances and a sloping platform for nesting. The
green sea turtle can be found in shallow waters. They are attracted to lagoons, reefs,
bays, mangrove swamps and inlets where an abundance of marine grasses can be found,
as this is the principal food source for the green sea turtle. The study area is too far

inland and lacks ocean/beach habitat associated with this species. Suitable habitat for
the green sea turtle does not exist within the study area.
• Hawksbill Sea Turtle
o The hawksbill sea turtle is found in temperate and subtropical oceans and seas. Nesting
primarily occurs from June to August in Florida. Females come on shore and develop
nests on sandy beaches mainly during daytime hours. This species prefers developing
nests near or under vegetation; however, they may develop nests in any zone along the
beach. The diet of the hawksbill sea turtle primarily consists of sponges. Hawksbill
turtles use a variety of habitats during different stages of their life cycle, but largely
inhabit nearshore foraging grounds, especially healthy coral reef habitats. Suitable
habitat for the hawksbill sea turtle does not exist within the study area.
• Kemp's Ridley Sea Turtle
o The Kemp's ridley sea turtle is the smallest of the sea turtles that visit North Carolina's
coast and has been sighted in most coastal counties. While the majority of this sea
turtle's nesting occurs in Mexico, the species is known to nest on North Carolina's
beaches infrequently. Sightings of the species exist for most coastal counties. Kemp's
ridley sea turtle can lay eggs as many as three times during the April to June breeding
season. Kemp's ridley sea turtles prefer beach sections that are backed up by extensive
swamps or large bodies of open water having seasonal narrow ocean connections and a
well-defined elevated dune area. The species prefers neritic areas with sandy or muddy
bottoms. The study area lacks ocean/beach habitat associated with this species.
Suitable habitat for the Kemp's ridley sea turtle does not exist within the study area.
• Leatherback Sea Turtle
o The leatherback sea turtle is distributed world-wide in tropical waters of the Atlantic,
Pacific, and Indian oceans. They are generally open ocean species and may be common
off the North Carolina coast during certain times of the year. However, in northern
waters leatherback sea turtles are reported to enter into bays, estuaries, and other
inland bodies of water. Major nesting areas occur mainly in tropical regions. In the
United States, primary nesting areas are in Florida, however, nests are known from
Georgia, South Carolina, and North Carolina as well. Nesting occurs from April to
August. Leatherback sea turtles need sandy beaches backed with vegetation in the
proximity of deep water and generally with rough seas. Beaches with a relatively steep
slope are usually preferred. The study area is too far inland and lacks ocean/beach
habitat associated with this species. Suitable habitat for the leatherback sea turtle does
not exist within the study area.
• Loggerhead Sea Turtle
The loggerhead sea turtle is widely distributed within its range and is found in three
distinct habitats during their lives. These turtles may be found hundreds of miles out in
the open ocean, in neritic areas, or on coastal beaches. In North Carolina, this species
has been observed in every coastal county. Loggerhead sea turtles occasionally nest on

North Carolina beaches and are the most common of all sea turtles that visit the North
Carolina coast. They nest nocturnally, at two -to -three-year intervals, between May and
September, on isolated beaches that are characterized by fine-grained sediments. In
near shore areas, loggerhead sea turtles have been observed in bays, lagoons, salt
marshes, creeks, ship channels, and the mouths of large rivers. Coral reefs, rocky
places, and shipwrecks are often used as foraging areas. The study area is too far inland
and lacks ocean/beach habitat associated with this species. The study area is not
located within critical habitat for this species in Onslow County. Suitable habitat for the
loggerhead sea turtle does not exist within the study area.
Based on lack of suitable habitat for these species and/or their extremely unlikely occurrence in the
action area, it is determined that the proposed project will have no effect on them, and these species
are not addressed further in this supplemental document.
6. Adjacent Riparian Property Owners
There are two properties that are considered adjacent and share a parcel boundary with the Wanchese
Marine Industrial Park property. A notice was sent to the two adjacent riparian properties and a certified
mail receipt return was received from each property owner on August 7, 2023. Copies of the two receipt
return cards are included in Tab H in the permit application.
7. N.C. Division of Water Resources Pre -Filing Notification
A Section 401 Pre -Filing Notification was submitted on March 28, 2023. Due to the relatively simple
nature of this project, an agency scoping meeting was not deemed necessary. The North Carolina Marine
Industrial Park Authority therefore understands that the 30-day 401 Water Quality Certification pre -filing
requirements have been satisfied.
8. Compliance with N.C. Environmental Policy Act (SEPA)
In accordance with NCGS 113A-12(6), a review under the North Carolina Environmental Policy Act is not
required for projects requiring a CAMA Major Permit.
9. Fee
A permit application processing fee will be provided upon formal notification by the North Carolina
Division of Coastal Management.

From:
Baker, Rachel
To:
401Drefile(ancdenr.aov
Cc:
Huaaett, Douglas
Subject:
Wanchese Marine Industrial Park Pre -Filing Notification
Date:
Tuesday, March 28, 2023 11:55:00 AM
Attachments:
Wanchese Marine Industrial Park Pre-Filina Notice.odf
image001.pnno
imaae002.Dna
image003.pnno
imaae004.Dna
To Whom It May Concern,
The enclosed Section 401 Pre -Filing Notification is being submitted on behalf of the North Carolina
Marine Industrial Park Authority. The North Carolina Marine Industrial Park Authority intends to
carry out demolition and reconstruction activities at and in the vicinity of the Wanchese Marine
Industrial Park, located on Roanoke Island, in Dare County, North Carolina.
Should you have any questions about this Section 401 Pre -Filing Notification, or if I can provide any
additional information to facilitate your review, please feel free to contact me at [phone] or
by e-mail at rbaker(@moffattnichol.com.
Sincerely,
Rachel Baker
Coastal Scientist
305 Commerce Ave I Morehead City, NC 28557
1 M 919.606.5813
moffattnichol.com
Creative People, Practical Solutions.®
®❑
In-] Ink Fil
Per Title VI of the Civil Rights Act, Moffatt & Nichol will not discriminate on the grounds of race, color, or national origin in the selection and
retention of subconsultants, including procurement of materials and leases of equipment. Moffatt & Nichol will ensure that minorities will be
afforded full opportunity to present proposals and will not be discriminated against in consideration for an award. For additional information go to:
http://www.moffattnichol.com/contenUsmall-business-outreach.

From:
401PreFile
To:
Baker, Rachel
Subject:
Automatic reply: [External] Wanchese Marine Industrial Park Pre -Filing Notification
Date:
Tuesday, March 28, 2023 11:57:13 AM
CAUTION: This email originated from outside of the organization.
This email confirms receipt of your pre -filing meeting request. Please retain this email for your
records and submit this documentation as part of your 401 application (PCN Application) as
required by federal law. DWR will not be able to accept your application without this federally
required documentation. 401 applications received without documentation that a pre -filing
meeting request was submitted at least 30 days prior will be returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of
staff contact list(s).
For Non -Transportation Central Staff:
https://deq.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
permitting/401-buffer-permitting-contacts
For Non -Transportation Regional
Staff: https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/about/divisions/water-resources/water-resources-permits/transportation-
perm itti ng/staff-contacts

March 28, 2023
N.C. Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
To Whom It May Concern,
1/11
moffatt & nchol
The enclosed Section 401 Pre -Filing Notification is being submitted on behalf of the North
Carolina Marine Industrial Park Authority. The North Carolina Marine Industrial Park Authority
intends to carry out demolition and reconstruction activities for the bulkhead structures at and in
the vicinity of the Wanchese Marine Industrial Park, one of its two operating marine parks.
Wanchese Marine Industrial Park is located on Roanoke Island, in Dare County, North Carolina.
The proposed demolition and reconstruction activities, as detailed in the attached plan drawings,
are summarized as follows:
Specifically, the proposed project includes the following separate actions:
a. Demolition of the existing timber and concrete deck, concrete ramp, and timber
retaining wall.
b. Construction of a cantilevered steel sheet pile bulkhead and reinforced concrete
cap.
Backfilling and construction of a concrete slab on grade behind the bulkhead to
serve as the waterfront operations platform.
d. Installation of new mooring hardware (cleats) and timber fenders along the face of
the bulkhead.
Construction of support foundation and framing for the existing elevated timber
platform supporting three existing industrial ice machines.
f. Construction of a concrete retaining wall separating the lower -level waterfront
operations platform from the primary building facility.
g. Construction of a concrete ramp for forklift access along the two different levels.
Preliminary drawings for these actions are attached for your information. Moffatt and Nichol, on
behalf of the North Carolina Marine Industrial Park Authority, will be preparing permit
applications for these activities, following guidance provided by the North Carolina Division of
Coastal Management. Should you have any questions about this Section 401 Pre -Filing

Notification, or if I can provide any additional information to facilitate your review of our
findings, please feel free to contact me at [phone] or by e-mail at
[e-mail].
Sincerely,
Doug Huggett
Senior Permit Specialist
Moffatt and Nichol

GENERAL NOTES:
1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS
FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND OF THE
SPECIFICATIONS.
3. ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION OF STRUCTURAL MATERIAL
IS THE CONTRACTORS RESPONSIBILITY.
4. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS,
TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY AS TO PREVENT
DEBRIS FROM ENTERING THE WATER, AND AIR BORNE MATERIALS FROM LEAVING THE
IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANUP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.
5. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY EXCAVATED
MATERIAL OR DEBRIS UNLESS OTHERWISE NOTED. DISPOSAL OF THE MATERIALS IS THE
RESPONSEIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED OF OFF THE
PROJECT SITE IN A PERMITTED LANDFILL.
6. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE AFFECTED
TENANTS THROUGH THE OWNER'S REPRESENTATIVE.
7. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL CHECK THE DRAWINGS
AGAINST THE SITE OF THE WORK AND NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF
ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT
BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS
BEEN RESOLVED BY THE OWNER'S REPRESENTATIVE.
8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR
SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS
PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, UTILITIES, PEDESTRIANS AND
VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
10. THE OWNER WILL PROVIDE THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES (NCDENR) CAMA PERMIT, AND THE U.S. ARMY CORPS OF ENGINEERS
(USACE) SECTION 401 AND 404 PERMITS. THE CONTRACTOR SHALL OBTAIN ALL OTHER
FEDERAL, STATE, AND LOCAL PERMITS INCLUDING BUT NOT LIMITED TO LOCAL DEMOLITION,
GRADING, AND BUILDING PERMITS.
11. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL
ENVIRONMENTAL PROTECTION STANDARDS, PERMITS, LAWS, AND REGULATIONS.
12. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES ON THE STRUCTURAL DRAWINGS
ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
VERIFY DISCREPANCIES WITH THE OWNER'S REPRESENTATIVE.
13. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA'S ONE CALL CENTER AT (800)
632-4949 72 HOURS PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION TO VERIFY
LOCATIONS OF SUBSTRUCTURE AND UTILITIES PRIOR TO ANY EXCAVATION.
14. EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE AND OTHER MISCELLANEOUS
WORK WHICH IS TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED.
15. CONSTRUCTION LOADS GREATER THAN 50% OF THE DESIGN LOAD FOR ANY
PORTION OF THE STRUCTURE SHALL NOT BE IMPOSED UNTIL THE CONCRETE
CYLINDER STRENGTH FOR THOSE MEMBERS AND CONNECTING POURS HAVE
REACHED 80% OF THE 28 DAY CONCRETE STRENGTH.
16. WATER ELEVATIONS:
MHW................................................... EL +1.16 NGVD
NWL.................................................... EL +0.95 NGVD
MLW................................................... EL +0.75 NGVD
MLLW.................................................. EL +0.65 NGVD
ALL ELEVATIONS SHOWN ON DRAWINGS ARE REFERENCED TO NATIONAL GEODETIC
VERTICAL DATUM (NGVD) 1929 BENCHMARK SYSTEM UNLESS OTHERWISE NOTED.
17. COORDINATES AND BEARINGS ARE BASED ON THE NAD 83, NORTH CAROLINA STATE PLANE.
18. SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION
PERFORMED JANUARY 2005 BY:
GEOTECHNOLOGIES, INC
3200 WELLINGTON CT, SUITE G
RALEIGH, NC 27615
[phone] FAX: [phone]
19. FOR SOIL BORING LOCATIONS, SEE SHEET Cl. FOR SOIL BORING LOGS, SEE
SHEET G3.
20. HORIZONTAL AND VERTICAL SURVEY PERFORMED NOVEMBER 2004 BY:
McKIM & CREED
243 NORTH FRONT STREET
WILMINGTON, NC 28401
[phone] FAX: [phone]
CONCRETE AND REINFORCING STEEL:
1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301,
UNLESS OTHERWISE NOTED.
2. ALL CONCRETE SHALL BE A NORMAL WEIGHT CONCRETE (145 PCF).
3. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL
CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315 AND ACI SP-66.
4. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. CONCRETE 28 DAY STRENGTH
1. CAST -IN -PLACE CONCRETE ...................... 5000 PSI
2. PRECAST CONCRETE (NON PRESTRESSED)...................5000 PSI
3. CEMENTIOUS GROUT (LION) ........................................... 7000 PSI
B. REINFORCING STEEL
1. REINFORCING STEEL AND DOWELS FOR CONCRETE...... ASTM A615, GRADE 60 (LION)
5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 1/2 45' CHAMFER, LION.
6. PROVIDE CONCRETE COVER OVER REINFORCEMENT IN ACCORDANCE WITH ACI 318, LION.
7. ALL CONSTRUCTION JOINTS BETWEEN CAST -IN -PLACE CONCRETE AND/OR PRECAST
CONCRETE SHALL BE BONDED WITH EPDXY BONDING AGENT AND BE CLEANED WITH
A ROUGHENED SURFACE OF 1/4" AMPLITUDE.
8. PROVIDE A BROOM FINISH ON ALL WALKING SURFACES.
9. ALL REINFORCING BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 318,
LION. SPLICINGS SHALL OCCUR ® 1/3 POINTS OF THE SPAN PER ACI 318 CHAPTER 21.
SPLICING OVER JOINTS IS NOT PERMITTED.
10. LIFTING INSERTS SHALL BE PROVIDED IN ALL PRECAST MEMBERS TO FACILITATE LIFTING
AND SUPPORTING MEMBERS DURING ERECTION. PROVIDE ANY ADDITIONAL REINFORCING
NECESSARY TO PREVENT CRACKS DURING HANDLING AND ERECTION.
11. ALL DIMENSIONS AND ANGLES ASSOCIATED WITH PRECAST MEMBERS SHALL BE FIELD
VERIFIED PRIOR TO PRECAST FABRICATION.
STRUCTURAL AND MISCELLANEOUS STEEL:
1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (ASD).
2. ALL WELDING SHALL CONFORM TO AWS D1.1.
3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, LION:
A. STRUCTURAL CARBON STEEL ............................. ASTM A572, GRADE 50, GALV
B. MISC PLATES, BARS, AND SHAPES ................... ASTM A572, GRADE 50, GALV
C. MACHINE AND ANCHOR BOLTS .......................... ASTM A307, GALV
D. HIGH STRENGTH BOLTS AND NUTS ................... ASTM A325, GALV
E. THREADED FASTENERS/ANCHOR RODS .............. ASTM A36, GALV
F. ADHESIVE ANCHORS ............................................ ASTM A593, TYPE 316 STAINLESS STEEL
G. CAST STEEL BOLLARDS ...................................... ASTM A27, GRADE 65-35
H. MOORING HARDWARE .......................................... ASTM A325, GALV
4. ALL STEEL SHAPES, PLATES, OTHER FABRICATIONS, AND ALL HARDWARE SHALL BE
ZINC -COATED OR GALVANIZED BY THE HOT -DIP PROCESS IN ACCORDANCE WITH THE
REQUIREMENTS OF ASTM A123 AND/OR A153, AS APPLICABLE, AFTER FABRICATION,
UNLESS OTHERWISE INDICATED. ITEMS TO BE COMPLETELY EMBEDDED IN CONCRETE
NEED NOT BE GALVANIZED.
5. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST
OXIDE PAINT, COLD GALVANIZED COMPOUNDS OR APPROVED EQUAL CONFORMING TO
THE REQUIREMENTS OF ASTM A780. IN ADDITION, ALL EXPOSED THREADED SURFACES
SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER
INSTALLATION OF THE NUT.
6. ALL ADHESIVE ANCHORS SHALL BE INSTALLED USING THE HILTI HIT HY 150 INJECTION
ADHESIVE SYSTEM OR APPROVED EQUAL.
7. EXPOSED AREAS OF ALL BOLLARDS SHALL BE PAINTED IN ACCORDANCE
WITH THE SPECIFICATIONS.
DESIGN CRITERIA:
1. GRAVITY LOADS:
A. VESSEL LANDING:
1. UNIFORMLY DISTRIBUTED LIVE LOAD.............200 PSF
2. TRUCK LOAD ................................................. HS20-44
AB. BULKHEAD
1. AZ-46 BULKHEAD....................................650 PSF
....................................80 TON TRAVEL LIFT
2. AZ-17 SHEET PILE BULKHEAD .....................400 PSF
2. WIND LOADS:
130 MPH BASIC DESIGN WIND SPEED
70 MPH SUSTAINED WINDS FOR TEMPORARY VESSELS
70 MPH SUSTAINED WINDS FOR PERMANENT VESSELS
3. SEISMIC LOAD AS REQUIRED BY THE 1999 STANDARD BUILDING CODE.
4. MOORING HARDWARE CAPACITY
A. BOLLARD CAPACITY........................................40 TONS
5. CODES & REFERENCES:
A. ACI (AMERICAN CONCRETE INSTITUTE)
B. AISC - ASD & 9TH EDITION (AMERICAN INSTITUTE OF STEEL CONSTRUCTION)
C. AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS)
D. ASCE-7 1999 EDITION (AMERICAN SOCIETY OF CIVIL ENGINEERS)
E. BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) "NATIONAL BUILDING CODE- 1996
F. INTERNATIONAL BUILDING CODE (IBC) WITH NORTH CAROLINA AMENDMENTS, 2002
G. MILITARY HANDBOOK "PIERS AND WHARVES" (MIL-HDBK-1025/1)
H. SSPC (STEEL STRUCTURES PAINTING COUNCIL)
I. AWS-D1.1 (AMERICAN WELDING SOCIETY)(1998)
J. NDS - NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION, 1997
K. ARC (AMERICAN INSTITUTE OF TIMBER CONSTRUCTION) "TIMBER CONSTRUCTION DESIGN MANUAL"
TIMBER:
1. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN
INSTITUTE OF TIMBER CONSTRUCTION.
2. TIMBER MEMBERS SHOWN ON PLANS ARE NOMINAL SIZES.
3. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS THE TYPE, SIZE, SPACING,
AND ALIGNMENT ARE CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT WOOD.
CONNECTIONS SHALL PULL AND HOLD MEMBERS BEING JOINED INTO CLOSE CONTACT.
4. BOLTS AND NUTS SHALL CONFORM TO ASTM A307 GALV UNLESS OTHERWISE NOTED.
PROVIDE BOLTS HAVING SUFFICIENT ADDITIONAL THREADING TO PROVIDE AT LEAST
3/8" PER FOOT THICKNESS OF TIMBER FOR FUTURE RETIGHTENING.
5. WASHERS SHALL BE CIRCULAR FLAT SMOOTH AND SHALL CONFORM TO ANSI B18.22.1.
6. WASHERS SHALL BE USED UNDER ALL BOLT HEADS AND NUTS WHICH WOULD OTHERWISE
COME INTO CONTACT WITH WOOD.
7. CHECK ALL BOLTS BY BURRING THE THREADS AFTER THE NUTS HAVE BEEN FINALLY
TIGHTENED.
8. BORE HOLES FOR THRU BOLTS WITH A BIT 1/16 INCH LARGER IN DIAMETER THAN THE
SHANK OF THE BOLT.
9. USE STANDARD STRUCTURAL STEEL SHAPES AND PLATE IN COMPLIANCE WITH AISC AND
CONFORMING TO ASTM A572, GRADE 50.
10. ALL STEEL SHAPES AND PLATES AND ALL HARDWARE SHALL BE GALVANIZED BY THE
HOT -DIP PROCESS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123 AFTER
FABRICATION.
UTILITIES:
1. THE CONTRACTOR IS TO LOCATE, PROTECT AND IDENTIFY ALL UNDERGROUND AND OVERHEAD
UTILITIES AND SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING INFORMATION
AND SATISFYING HIMSELF AS TO THE LOCATION OF UTILITIES, SHOWN AND NOT SHOWN. ALL
REPAIRS OR RELOCATIONS NECESSARY WILL BE MADE AS REQUIRED BY THE OWNER OF THE
UTILITIES OR STRUCTURES. THE COST OF SUCH REPAIRS OR RELOCATIONS NECESSARY SHALL
BE BORNE BY THE CONTRACTOR.
SEDIMENT AND EROSION CONTROL:
1. SEE SHEET C20 FOR EROSION CONTROL NOTES AND DETAILS.
2. ALL TEMPORARY SEDIMENT AND EROSION CONTROL ITEMS SHALL BE REMOVED AT END
OF CONSTRUCTION.
FOUNDATIONS:
1, 1. STEEL SHEET PILING SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATIONS INDICATED ON
THE PLANS USING A HAMMER OF AN APPROVED TYPE, WITH A CAPACITY AT LEAST EQUAL
TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF PILE
AND CHARACTER OF SUBSURFACE MATERIAL TO BE ENCOUNTERED.
1� 2. SPUDDING AND/OR JETTING OF STEEL SHEET PILES WILL NOT BE ALLOWED.
3. STEEL SHEET PILES SHALL CONSIST OF HEAVY GAUGE HOT -ROLLED SECTIONS WITH FULL
INTERLOCKING SHEETS CONFORMING TO THE MATERIAL REQUIREMENTS OF ASTM A572, GRADE 50.
4. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE
WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS.
5. MATERIALS SHALL CONFORM TO THE FOLLOWING, LION:
1........................................... ,
GPABE 50
B. STEEL SHEET PILES...........................................ASTM A572, GRADE 50
C. MISC PLATES AND SHAPES ................................ ASTM A572, GRADE 50, COATED
D. NUTS, BOLTS, AND WASHERS ............................ ASTM A325/A490
1� 6. SYSTEM __.._.__ IN __NSTR__.._.. ____..._..._ __.._._. OF . _ _. _..__. ..LE_
BULI(HEAD SYSTEM MEETIP40 THE FOLLOWING MINIMUM RECIUIREMENTS.
A. PZ 27 SHEET PILES.
B. W30x99 KING PILE BULK''EAD.
e. W30032 KING PILE BULKHEAD.
1. SEGTION MODULUS .159.7 ouB'e Ne''ES PER FOOT OF WALL
2. WE13 AND 0.500 IN MIN
WITH W30xI32 AND W3ex99 KING PILES. e8NTRA6T8R MAY PROVIDE AN APPROVED ECIUIVALENT
PE
INSTALLA:RON
E
IN
OF THE STEEL SHEET PILING ALONG LINES L4 &
GOP46RETE GAP, AND 6AST IN PLAGE SLAB ON GRADE AS IND'eATED
L5, AN OUTFALL PENETRA110N, BAGI(FILL, 6AST PLAeE_
IN THE DRAWINGS. SEE SHEET 013.
-AE-TERN*TE-&B 1!2 :RIIS WeRI( 15 beeATED BEHIND BULKHEAD LINES L7 AND L8. :RIE BASE BID eeNSISTS eF PLAeEMENT- 8
#57 6RAVEL B9413 :RIE PReP8SEB BULKHEAD. :RIE ALTERNATE BID W8RI( eE)NSISTS eF SUReIIAR6IN6 :RIE AREA BEHIND
BULKHEAD LINES L7 & L8 AS BEP'eT-EB eN SHEET- el;? AS WELL AS :RIE INSTALLAREN E)F THE eAST- IN PbAeE SLAB E)N E,
SEE SHEET ei5.
-ALTERN*TE-BIR !3 THIS WORK IS LoeATEB BETWEEN IIIE PROPOSEB VESSEL LANBING AND :RIE EXISTING TIMBER B0eK WTI'
65PRETE BE6K. THE BASE BID eoNsisTs OF NO WORK. THE ALTERNATE BID WORK eoNsisTs OF eopisTRueTmG A TIMBER ILE
SUPPORTED TIMBER B06K, APPROXIMATELY 17' 6" BY 29' 0". SEE SHEET 615.
-AE-TEf0+A-TE­I3IB !!! :I`HIS WeRI( IS ASSE)e'AT-EE) M`H :HIE PR8T-Ee:R8N 8F THE STEEL: SHEET- PILE AND KING PILE BUH(HEAD. THE
THE
STEEL PILES WI:`H AN EP8XY PE)LYAMIBE eE)A:RN6 SYSTEM. :RIE ALTERNATE BID W8R1( e8NSISTS OF EXTENBIN6 :RIE
GAST IN PLAGE GONGRETE FASGIA BELOW :HIE WATER LINE AND GOA:HNG :RIE STEEL PILES WI:RI A GOAL TAR EPDXY DE
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALT ALTERNATE
ANSI AMERICAN NATIONAL
STANDARDS INSTITUTE
APPROX APPROXIMATE
ASD ALLOWABLE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR TESTING
MATERIALS
AWS AMERICAN WELDING SOCIETY
C.B. CATCH BASIN
C-BORE COUNTERBORE
C.I.P. CAST IN PLACE
C.J. CONTROL JOINT
CLR CLEAR
CONC CONCRETE
CONSTR CONSTRUCTION
DEMO DEMOLITION
DWG DRAWING
E EAST OR EASTING
EA EACH
E.J. EXPANSION JOINT
EL ELEVATION
ELEV ELEVATION
EMBED EMBEDMENT
EST ESTIMATED
E.W. EACH WAY
EXIST. EXISTING
EXP EXPANSION
FT FEET
GALV GALVANIZED
0 *162Mr_r1
ID IDENTIFICATION
IN INCH
JT JOINT
L ANGLE
LF LINEAR FEET
LG LONG
MAIL MATERIAL
MAX MAXIMUM
M.H. MANHOLE
MHW MEAN HIGH WATER
MIN MINIMUM
MISC MISCELLANEOUS
MLLW MEAN LOWER LOW WATER
MLW MEAN LOW WATER
MPH MILES PER HOUR
N NORTH OR NORTHING
NAD NORTH AMERICAN DATUM
NCDOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NGVD NATIONAL GEODETIC VERTICAL
DATUM
NOS NATIONAL OCEAN SURVEY
No. NUMBER
NTS NOT TO SCALE
NWL NORMAL WATER LINE
O.C. ON CENTER
PCF POUNDS PER CUBIC FOOT
PSI POUND PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PVC POLYVINYL CHLORIDE
REINF REINFORCEMENT OR REINFORCING
REQ'D REQUIRED
NUMBER INDICATES DETAIL LETTER INDICATES SECTION
ADDITIONAL SHEET 2 2
WHERE REFERENCED
3
SHEET NUMBER WHERE
SHEET WHERE DETAIL DETAIL OR SECTION
OR SECTION TAKEN IS DRAWN
ELEVATION. SECTION AND DETAIL SYMBOL
s
SOUTH
S.C.O.
STATE CONSTRUCTION OFFICE
SF
SQUARE FOOT
SPA.
SPACES
SR
STATE ROAD
SS
STAINLESS STEEL
SSPC
SOCIETY FOR PROTECTIVE
COATINGS
STA
STATION
STL
STEEL
TYP
TYPICAL
LION
UNLESS OTHERWISE NOTED
V.C.
VERTICAL CURVE
W
WEST
W/
WITH
WP
WORK POINT
W.S.I.P.
WANCHESE SEAFOOD
INDUSTRIAL PARK
WT
WEIGHT
SECONDS OR INCH
MINUTES OR FEET
NUMBER OR POUNDS
&
AND
®
AT
CENTERLINE
0
DIAMETER
DEGREES
e
PLATE
%
PERCENT
A
0
w
5
Y
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} 24443
,,��RgOCEY `N000 �,
DATE 8/1/07
SHEET 2 OF 29
1
RECORD DRAWINGS

0�
\ a
mt
m
m
5 EXIST. B I'LDING & ti I I o
i IT i CONIC SI WALK TO o
Gravel
i Gl 3
BE REM D BY OTHERS Z
a
oa
16Is
I I O o
Gravel w
CONIC
Is o
� � w
� 0• 6�°` 6. I Y
PROPERTY LINES I I Q
23'-2"t I REMOVE EXIST. CONC GRADI ` 0� � a W
0 I �11EAMS & CONIC SLAB TO REMOVE ELECTRICAL Q J w -
6 2'-8"t, fi p LIMITS SHOWN PANEL, SEE ELECTRICAL
EMOVE 4'x11' I 0_O> I Z
ONC SLAB RE EXIST. STEE q GRAD REMOVE EXIST. CONIC CAP SHEETS �� I [- Q O N Q
REMOVE EXIST. RIP RAP'AS SHE L & TEEL �j A (75t LF) & CONIC SHEET N Z) O JN
REQ'D FOR NEW STEEL', HEE D1 D3 PILES TO ELEVATION +2.0 O p �p �y
PILE BULKHEAD INSTA TIO L WALE (26t LF), SEEAPPROXIMATE UTILITY
SEE NOTE 3 H I PENETRATION LOCATION, W Z LLI Z O
D1 D3
SEE NOTE 1 `� REMOVE EXIST. RIP RAP, LLI DOZ t O�
SEE NOTE 3 OOZW� H�
O - :3 LLI
O QL�wL OLLI
LLI V)O-
O \ \1 1 Q Q Q LEI N w (= o w (_
zs\-I D D D �- -�- - �Z LLI ci
D _3 NZ
XI - EMO /VST. / / I I I / / _ _ - - - LEI Q (n
/ _ //// i / � • I I I II UTILITY / / / � \ I I / / __ � U = Y
E T. E 0.�i'/ / / / / // / , \ ) /,fL E TYP I I / J _t PEDESTAF� TXP / I III I I I --_ - - - - ' - - - 91 0.3 C)
€ // /,/ / / k 0 /, / I 1 I I / / \ I I I I I -� -0.5 _ ---- --- ------ Q Z O
P LNG, /i i// // �/ 1 / REb10VE fXIST1 1 1 -19.9 l 1 1 1 i 1 I I 1 1 1 l��-= -- - --------- ---------------- --- Q
DQCK/ R MAVE\EXIST IB6R \ \\ \`��� M�VE-EXfSL ECSNEEr-� \ - - - -
\\�
/ 7e / �� SEE DOTE R \ 15
/ 2/ �' / / �J I I / FI�NGE PifRR, --------------
91
�� �TYP,\SEE\ /-�E'----------------
// 1 1-19.5 ------
//////// //� // // / i 8'-2"t / / / / 79'-3"t \ \\ -\ _\\\=1�� \ \\\ I111�1\I\ \ --- \\�� c- D
1 \ I
-20.5 -11.41 II 1 I 1 j17.4 �� NWo(o
1(-7.7i 14.3
ci-.\
-20.3 �,o
\19.o�=� �°°II
197 f >
_- ---
�
-14.6 REMOVE?OiMBER PILE TYPA- -Jz�_
m/9.8/ -20.1 20.0 II j I \
-14.3 \ \ \------
421.3 -20.2-20.1 -20.8 i I -11.5 Ld_j1I-21.6 o
m m
12.4
I\ �2.2 -13.5\ \\ \ \I 1 \ I -20.3 /' -21. \ \ \ I 1 I1 I I ��__11.9 o N N
\\ 1\ \1 21.4 \\ -20.2 \\ \\ \\ \\ \\ \ \\ 1�12.4
-13.5\ I \ \ \�_ -20.1 �/ // -22.4 \ \ \ \ \ \ \ -12.4 ��� I z
o
NOTES:
1. FOR ELECTRICAL CONDUIT AND WATER LINE AT
BULKHEAD PENETRATION AND ALONG EXISTING PIER, °AR°<i0,\''-,
o ESS
SEE ELECTRICAL PLANS. g,a7a�
: SEALi
2. ALL ELEMENTS OF TIMBER DOCK ARE TO BE REMOVED
i 24443 i
SALVAGED, AND PLACED ON LAND AS DIRECTED BY THE = e`'1NE'p,•°
OWNER'S REPRESENTATIVE. FOR NUMBER AND APPROXIMATE °Rq��EY W'p
SPACING OF EXISTING BENTS, SEE DETAIL 1 ON SHEET D4.
3. FOR BID PURPOSES ASSUME 415 CUBIC YARDS OF RIP RAP
REMOVAL IN ADDITION TO REQUIRED DREDGING. EXISTING RIP DATE 8/1/07
RAP MATERIAL IS TO BE SALVAGED AND USED WHERE RIP RAP
IS REQUIRED FOR NEW CONSTRUCTION.
SHEET 4 OF 29
DEMOLITION PLAN
1 10'-0" Di D1
10' 0' 10' 20'
SCALE: 1"=10' D 1
RECORD DRAWINGS

,r.
" REMOVE & STORE 181± OF CHAIN
_LINK�FsICE TO ALL R
INSTALLATION OF CO
I
AND CONC SL/� ET C2
REMOVE STORE & I u I O'BUI L I INC.
RE -INSTALL VE AREA � BUILDING
EXIST. ELEC REMOED CONC OF
PANEL
NOT DISTURB
O IST. DRAINAGE
Q PIPE OUTLETS ---__—___
SEE NOTE A.
— — --
REM VE EXIST.
_ 02 D3 EXIST. TIMBER k
_ -- DOCK TO REMAIN REMOVE & STORE EXISTING
15"-2 BOLT CLEAT, TYP
21 / --- 0
/ \ \
\ \ \ \ \
EXTEN AND LOCATIO -2'
p -- - OFBER CURBS 3 9 10'=9 6'-10" \ \\ \ \
0
M
C-
11
Storm MH L�
/ y
Rim=7.9 1,/
SD /
COIN
M.H
T XIS
C.B.,
REM E T",
2"0 C PE S'
a�
I
LLICLE;AT'LOCATIONS \ \ -1 - _
Z �_.-- �� -9" \\\ \\ ��--�\ - _0'-4 3/4 13'-8 1/2"
J�_ 16'�3" 12'-2"- -T1� -- --- - �218" \\ \\\
_---�� \\ 32'-2 1/2" \ \ Q
19'-10 3/4-\ \ \ \
T.
SE
I
-ALT
B REMOVE #1 �I
TIMBER PIER, SEE
D2 D3
0�
EXIST."IIMkER PIER
�\--___----_
-TOL_REMAIN
\-9.3��\
\
1 \\ \\
\9.8
\ �\
�\ \ R�v10VE EXIST. \\
I
5 \ -13.7� J \\
\\ \
\\ \
�\ \\ \ RIP\1RAP, S\FE NOTE
` \�
-1 6
\10.8
\
\ \ ) I
-9.3
\ \
\ q
7 12.0
\
-11.4
EXISJ12•flMBER PILE
CLUSTER TO REMAIN
1 g i
\\_ NAIE(S}_
-12.2 \�\
1
��� I
\��\ \\ 1� \ \ -4)4\ G'777
\ \ I
\
-114
I a
I \
TRAV 104
-12.7
\1 I
\
\ 1 I Q
\\
ELEV=4.88'
-1 .4
-12.9
/ -11.3\
/ \\
� _\
\ I I I I
1 I
TRAV 101
I -11.4 �
� � _
� � onq. Pi r
ELEV=7.53'
�
-19 6
./ \
1
NOTE:
FOR BID PURPOSES ASSUME 415 CUBIC YARDS OF RIP RAP
REMOVAL IN ADDITION TO REQUIRED DREDGING. EXISTING RIP
RAP MATERIAL IS TO BE SALVAGED AND USED WHERE RIP RAP
IS REQUIRED FOR NEW CONSTRUCTION.
DEMOLITION PLAN
1 "=10'-O" D2 D2
REMOVE AREA OF
POURED CONC
0
Is Gravel
0�
o' 0' 10' 20'
SCALE: 1 "=10'
o
\ a
o
00
� m
m
Y
a �
Paz
W
QJL�O
�0=0N Z
cn<w't QCV
pUWcOD 0-LL_
Z 2 — U 0
Of
OOZ0 ON
OZW� JW
ui
wcWn0� �2
NM: WQ(n
LLI c)
LLI Q V)
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3
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N
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SEALi
i 24443 i
EY
DATE 8/1/07
SHEET 5 OF 29
1 / 11
D2
RECORD DRAWINGS

REMOVE EXIST.
CLEATS (8 TO -
REMOVE EXIST.
TIMBER BLOCK, T
GALV NAIL, TYP-
REMOVE EXIST.
12" 0 TIMBER
PILE, TYP-
o
X X
N N
-H W
p O
N W Ld
9'-7"
MAIN PIER
REMOVE EXIST.
UTILITY PEDESTAL
(BEYOND)(2 TOTAL), REMOVE EXIST.
SEE ELECTRICAL SHEETS CONC CAP
REMOVE EXIST. -H
2x6 TIMBER DECKING °
I
REMOVE EXIST.
2x10 STRINGER, TYP
-FT N I
\T�
I \�
I
REMOVE EXIST.
200 CROSS -BRACE, TYP
I I
7'-10" t
TIMBER
PILE, TYP SECTION q
3/4"=1'-O" Dl D3
REMOVE EXIST.
6x6 TIMBER POST, TYP
� 2x6 STRINGERS
REMOVE 2-
REMOVE
2x6 TIMBER
DECKING, TYP
2'-O" t _ 5'-5"t
SEE CIVIL PLANS
10"t
x
3 SAWCUT
O-H
-Hj
Y o EXIST. CONC SLAB
& GRADE BEAM TO
REMAIN
e
4 �
°
REMOVE EXIST. CONC
0 SLAB & GRADE BEAM
SECTION OF EXIST.
,.\--REMOVE
CONC SHEET PILE WALL
REMOVE EXIST.
200 TIMBER BENT
5/8" 0 GALV BOLT, TYP
—EXIST. CONC SHEET PILE
° WALL TO REMAIN
NOTE:
ALL ELEMENTS OF TIMBER DOCK ARE TO BE REMOVED
SALVAGED, AND PLACED ON LAND AS DIRECTED BY THE
OWNER'S REPRESENTATIVE.
I
REMOVE 2-2x6 STRINGERS
7'-6 1 /2"t 7'-1 1 /2"t
19'-8" t
EXIST. CONC PIER T
REMOVE 2x6 N
c0 I I
X N W
w N
0 0
o > W I
m O
Ld
I � I
REMOVE 2x6
NOTE:
FINGER PIER DEMOLITION IS ASSOCIATED WITH ALTERNATE BID #1.
FINGER PIER DEMOLITION
3/4"=1'-O" D2 D3
4'-0"t
REMOVE EXIST.
EXIST. 6x6 TIMBER CURB
CONC PIER REMOVE EXIST.
2x6 TIMBER BLOCKING
EXIST. GALV BOLTS &
OGEE WASHERS, TYP
REMOVE EXIST.
6x14 TIMBER FASCIA
EXIST. GALV BOLTS &
WASHERS, TYP
EXIST. TIMBER STRINGER
EXIST. TIMBER BENT
NOTES:
1. ATTACHMENT HARDWARE FOR 6x14 TIMBER FASCIA TO BE SALVAGED
AND REUSED FOR REPLACEMENT MEMBER. ANY HARDWARE DAMAGED
OR UNUSABLE SHALL BE REPLACED IN KIND.
2.THERE ARE 7 TOTAL 15" - 2 BOLT CLEATS BOLTED THROUGH TIMBER FASCIA,
NOT SHOWN FOR CLARITY, THAT ARE TO BE REMOVED AND SALVAGED.
SECTION g
1 1 /2"=1'-O" D2 D3
EXIST. GRADE
REMOVE EXIST. PSA I23
S
STEEL SHEET PILE
BULKHEAD
—III
EXCAVATE AS REQ'D III
TO +I SHEET PILES—FELY EXTRACT I I
LO
II
2._0„ 01_0.1 2'_0" 4'0"
SCALE: 1 /2"=V-0"
2'-0" 0'-0" 1'-0" 2'-0"
SCALE: 3/4"=1'-0"
0'-0" 6' 1'-0.
SCALE: 1 1 /2"=1'-0"
REMOVE EXIST.
W10 WALE
3/4"0 WIRE ROPE
EXISTING STEEL
SHEET PILE DEMOLITION 2
1 1 /2"=1'-O" D1 D3
EXIST. D
REMOVE EXIST.
REMOVE EXIST.
2x6 TIMBER DECKING
REMOVE EXI
2x10, TYP—
T' REMO T. 12"0
T1MBE I TYP
11'-
TIMBER NOTE•
PILE, TYP F R PIER DEMOLITION IS ASSOCIATED
TH ALTERNATE BID #3.
FINGER PIER DEMOLITION 3
1 /2"=1'-0" D2 D3
rl
o a
00
m
in
(10
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3 o
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24443
NE8 V
��%gOCEY 'NCC`o�, ,
DATE 8/1/07
SHEET 6 OF 29
1
D3
RECORD DRAWINGS

/n
J
FL
cj-
q EXIST. CONIC SHEET
PILE BULKHEAD
APPROXIMATE LOCATION
OF EXIST. UTILITY PENETRATION
i
i
) I I
J
I I
9'-0"t
REMOVE EXIST.
2x10 TIMBER REMOVE EXIST. 12"0
STRINGER, TYP TIMBER PILE, TYP
I I I I
I I I I
10'- 9"t 9'-6"t 10'-2"t 10'-3"t
REMOVE EXIST.
2x10 TIMBER
BENTS, TYP
I I I I
I I I I
8'-10"t 9'-11"t 10'-6"t
lL. rILCJ, I Tr
NOTES:
1. ALL ELEMENTS OF TIMBER DOCK ARE TO BE REMOVED
EXISTING TIMBER DOCK SALVAGED, AND PLACED ON LAND AS DIRECTED BY THE
OWNER'S REPRESENTATIVE.
2. 2x6 TIMBER DECKING NOT SHOWN FOR CLARITY.
FINGER PIER
1'-6", TYP
REMOVE EXIST. 9", TYP
200 TIMBER
STRINGER, TYP REMOVE EXIST.
3/4"0 TIE ROD,
TYP
JJ
I I
EDGE OF TIMBER REMOVE EXIST.
DECKING METAL JOIST
HANGERS & 3/4"0
BOLTS, TYP
REMOVE EXIST.
2x6 TIMBER +I
DECKING tO EXIST. 2x6
TIMBER DECKING
EXIST. 2x6 TIMBER EXIST. TIE
H DECKING, TYP ROD BEYOND
I
REMOVE EXIST.
2x10 TIMBER
0
STRINGER, TYP
EXIST. 2x10 STRINGER
REMOVE METAL JOIST
REMOVE EXIST. EXIST. 5/8"0 GALV BOLT, TYP HANGERS & 3/4"0
DOUBLE 2x10 EXIST. DOUBLE 2x10 BOLTS, TYP
TIMBER BENT TIMBER BENT
W
a EXIST. 12"0
REMOVE EXISTING C31' TIMBER PILE
12"0 TIMBER PILE,
TYP
SECTION
- A
3/4"=1'-0" D4 D4
D4 D4
tL FINGER
PER
FINGER PIER 2
1 /2 =1'-O" D1 D4
Y
a �
�aZ
J Z Lj
Q J W o
in
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J
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QN
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00
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ON
ozl Jn
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LLI
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LEI In = 0 2
WLd
Z�N 0
Q
ZOO
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3
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2
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s
1� N
Q Z N
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0
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m
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m
a
AM
Lo
0
z
m
0
=VS/p".t�Y,y.
SEALq
: s
j 24443 i
•'RgOIEY
•NO�,o°
DATE 8/1/07
4'-0" 0'-0.1
4'-0" 8'-0.
mommilli
SHEET 7 OF 29
SCALE:
1 /4"=1'-0"
2'-0" 0'-0"
2'-0" 4 0
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SCALE:
1 /2"=1'-0"
2'-0"
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SCALE:
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RECORD
DRAWINGS

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LINE TABLE
LINE
LENGTH
BEARING
L1
14.00
S43'34'25"E
L2
267.69
N46'25'35"E
L3
14.06
N46'02'55"W
L4
21.70
S37'54'14"E
L5
17.69
N52'07'04"E
L6
14.00
S46'31'07"W
L7
70.94
N43'28'53"W
L8
15.33
N01'31'07"E
L9
46.67
N43'34'25"W
L10
46.67
N43'34'25"W
BULKHEAD ALIGNMENT PLAN
1"=20'-O" Ci Ci
LEGEND:
B-# APPROXIMATE SOIL BORING LOCATION,
SEE SHEET G3 AND GEOTECHNICAL REPORT.
NOTE:
FOR DREDGING PLANS, SEE SHEET C17.
I
C
990088
83Q0085
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0+00
WP 1
N 77 611.70
E 300 909.48
Y 1
1
4'-0" 0'-0" 2'-0' 4'-0"
SCALE: 3/8"=1'-O"
20'-0' o' 20'-0" 40'-0"
SCALE: 1"=20'-O"
RECORD DRAWINGS
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SHEET 8 OF 29
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l 17 .I �/ t1� -19:(i �\\\ �\\\\t GRADE CONTOUR��
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-20.3 /
NOTES: \ \ 1 I I -11.13
1. PLACE RIP RAP A MINIMUM OF 2 FEET THICK AT AN APPROXIMATE SLOPE
OF 3:1. CONTRACTOR SHALL ADUJUST SLOPE SO AS NOT TO DISTURB
EXISTING CHAIN LINK FENCE. Q
2. CONTRACTOR TO FILL IN ANY GAPS BETWEEN EXISTING RIP RAP SLOPE
PROTECTION AND NEW SHEET PILE BULKHEAD DUE TO PRECONSTRUCTTON
EXCAVATION. CONTRACTOR TO MATCH PRE-EXISTING LIMITS AND SLOPE.
VESSEL
3. SEE GENERAL NOTES FOR ALTERNATE BID ITEM DESCRIPTIONS.
LANDING
D
SITE PLAN
0 �
4. REUSE EXISTING RIP RAP MATERIAL WHERE RIP RAP IS INDICATED.
c2 c,o
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NOTE:
SOUTH SIDE OF VESSEL LANDING BOLLARD
AND FOUNDATION SHOWN, NORTH SIDE
BOLLARD AND FOUNDATION SIMILAR.
INSET 0
1
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SHEET 9 OF 29
SCALE: 1 "=5-0"
10'-0" 0'-0" 10'-0" 20'-0"
SCALE: 1 "=10'-0"
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SCALE: 1 /2"=V-0"
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PILE, TYP
C3 C3
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CONC CAP, TYP NOTES:
1. CONTRACTOR SHALL LOCATE BOX FOR EASE OF INSTALLATION
AND NOT DISTURB EXISTING UTILITIES.
WP g 2, CONTRACTOR SHALL SOD DISTURBED AREA AS INDICATED.
O d '
SEE
4. REUSE EXISTING RIP RAP MATERIAL WHERE RIP RAP IS INDICATED.
DETAIL 5 SITE PLAN
1 /2"=V-0" C3 C3
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DATE 8/1/07
SHEET 10 OF 29
1
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mommiiiii
SCALE: 1 /2"=V-0"
10'-0" 1a'-o" 20'-0" C3
SCALE: 1"=10'-0" RECORD DRAW 1 N G S

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ELEV=7.53'
GENERAL NOTE:
SEE SHEET C19 FOR DREDGE DISPOSAL AREA.
10'-0" 0'-0" 10'-0" 20'-0"
SCALE: 1 "=10'-0"
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2444.3
V
DATE 8/1/07
SHEET 24 OF 29
11
C17
RECORD DRAWINGS

EROSION CONTROL GENERAL NOTES:
1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE
NCDOT STANDARDS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS APPLICABLE.
2. COST OF ALL EROSION CONTROL ITEMS TO INCLUDE COST OF REQUIRED MAINTENANCE AS
REQUIRED.
3. THE LOCATION OF CONSTRUCTION ENTRANCES SHALL BE AS INDICATED BY THE OWNER'S
REPRESENTATIVE.
4. PROJECT FENCING SHALL BE AS SHOWN IN THE DRAWINGS. COST OF FENCE TO INCLUDE POSTS
USED TO SET FENCE.
5. REMOVAL OF RIP RAP SHORELINE PROTECTION SHALL NOT BE INITIATED MORE THAN 20 DAYS
PRIOR TO BULKHEAD INSTALLATION.
6. DISTURBANCE TO RIPARIAN VEGETATION SHALL BE LIMITED TO THE MINIMUM NECESSARY FOR
SLOPE CONSTRUCTION AND EQUIPMENT OPERATIONS. UNNECESSARY VEGETATION REMOVAL IS
PROHIBITED.
7. ALL DISTURBED AREAS SHALL BE PROPERLY STABILIZED AS SOON AS PRACTICABLE.
8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED CONCURRENT WITH CLEARING
AND DEMOLITION OPERATIONS, AND SHALL BE FUNCTIONAL PRIOR TO ANY EARTH MOVING
OPERATIONS, UNLESS OTHERWISE NOTED.
9. CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME OF GRADED SOIL AREAS.
PRIORITY SHALL BE GIVEN TO FINISHING OPERATIONS AND PERMANENT EROSION CONTROL
MEASURES OVER TEMPORARY EROSION CONTROL MEASURES ON ALL PROJECTS.
10. INSPECTION AND MAINTENANCE OF STRUCTURES IS TO BE PERFORMED, AND SEDIMENT SHALL BE
REMOVED FROM SEDIMENT CONTROL STRUCTURES, IN ACCORDANCE WITH THE REQUIREMENTS OF
ALL STATE AND FEDERAL PERMITS. DURING SEDIMENT REMOVAL, THE CONTRACTOR SHALL TAKE
CARE TO ENSURE THAT STRUCTURAL COMPONENTS OF EROSION CONTROL STRUCTURES ARE NOT
DAMAGED AND THUS MADE INEFFECTIVE. IF DAMAGE DOES OCCUR, THE CONTRACTOR SHALL
REPAIR THE STRUCTURE AT THE CONTRACTOR'S OWN EXPENSE.
11. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES SHALL BE PLACED AND BE TREATED
IN A MANNER SO THAT THE SEDIMENT IS CONTAINED WITHIN THE PROJECT LIMITS AND DOES
NOT MIGRATE INTO WATERS OF THE STATE/U.S. COST FOR THIS TREATMENT IS TO BE INCLUDED
IN THE LUMP SUM PRICE.
12. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PRACTICE METHOD TO PREVENT THE
OFF -SITE MIGRATION OR DEPOSIT OF SEDIMENT ON ROADWAYS USED BY THE GENERAL PUBLIC.
13. SOIL MATERIALS MUST BE PREVENTED FROM ENTERING WATERS OF THE STATE/U.S. EROSION
AND SEDIMENTATION CONTROL MEASURES TO PROTECT WATER QUALITY MUST BE MAINTAINED
THROUGHOUT THE CONSTRUCTION PERIOD. SILT FENCE MUST BE INSTALLED ALONG THE BASE
OF ALL FILLS AND CUTS, ON THE DOWNHILL SIDE OF STOCKPILED SOIL, AND ALONG THE RIVER
BANKS IN CLEARED AREAS TO PREVENT SEDIMENT MIGRATION INTO THE CHANNEL. THEY MUST
BE INSTALLED ON THE CONTOUR, ENTRENCHED AND STAKED, AND EXTEND THE WIDTH OF THE
AREA TO BE CLEARED OR DEMOLISHED.
14. INSTREAM SEDIMENTATION CONTROL DEVICES ARE NOT APPROVED AS PRIMARY TREATMENT
DEVICES UNLESS INDICATED OTHERWISE. THEY MAY BE USED ONLY AS BACKUP OR FAIL- SAFE
PROTECTION. SEPARATE EROSION AND SEDIMENTATION CONTROLS AND SEDIMENT TREATMENT
DEVICES MUST BE UTILIZED.
15. SLURRY WATER PUMPED FROM WORK AREAS AND EXCAVATIONS MUST BE HELD IN SETTLING
BASINS OR TREATED BY FILTRATION PRIOR TO ITS DISCHARGE INTO SURFACE WATERS. WATER
MUST BE HELD IN SETTLING BASINS UNTIL IT BECOMES AT LEAST AS CLEAR AS THE RECEIVING
WATERS. SETTLING BASINS SHALL NOT BE LOCATED CLOSER THAN 20 FEET FROM THE TOP
BANK OF THE CHANNEL. SETTLING BASINS AND TRAPS SHALL BE PROPERLY DESIGNED
ACCORDING TO THE SIZE OF THE DRAINAGE AREAS OR VOLUME OF WATER TO BE TREATED.
TREATED SLURRY WATER MUST BE DISCHARGED THROUGH A PIPE OR A WELL -VEGETATED OR
LINED CHANNEL, SO THAT THE DISCHARGE DOES NOT CAUSE EROSION AND SEDIMENTATION.
16. CHECK DAMS SHALL BE UTILIZED WHERE RUNOFF IS CONCENTRATED. CLEAN ROCK, BRUSH,
SANDBAG, OR STRAW BALE CHECK DAMS SHALL BE PROPERLY CONSTRUCTED TO DETAIN RUNOFF
AND TRAP SEDIMENT. CLEAN ROCK IS ROCK OF VARIOUS TYPE AND SIZE, DEPENDING UPON
APPLICATION THAT CONTAINS NO FINES, SOILS, OR OTHER WASTES OR CONTAMINANTS.
17. PERMANENT EROSION CONTROL MEASURES SHALL BE INITIATED WITHIN 5 CALENDAR DAYS AFTER
FINAL GRADING.
18. THE CONTRACTOR SHALL INSTALL A RAIN GAUGE ON -SITE AND MAINTAIN IT IN GOOD WORKING
CONDITION. THE CONTRACTOR SHALL RECORD DAILY PRECIPITATION ON THE PROJECT AND
PROVIDE THIS INFORMATION TO THE OWNER'S REPRESENTATIVE IF REQUESTED.
19. INSPECTIONS OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DONE BEFORE
ANTICIPATED STORM EVENTS (OR SERIES OF STORM EVENTS SUCH AS INTERMITTENT SHOWERS
OVER ONE OR MORE DAYS) AND WITHIN 24 HOURS AFTER THE END OF A STORM EVENT OF 0.5
INCHES OR GREATER, AND AT LEAST ONCE PER WEEK.
20. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF
OFF -SITE ROADWAY SEDIMENT TRACKING.
21. UPON CONCLUSION OF THE INSPECTION, EROSION AND SEDIMENT CONTROL MEASURES FOUND TO
BE INEFFECTIVE SHALL BE REPAIRED, REPLACED, OR MODIFIED BEFORE THE NEXT RAIN EVENT, IF
POSSIBLE, BUT IN NO CASE MORE THAN SEVEN DAYS AFTER THE CONDITION IS IDENTIFIED.
22. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN
ON -SITE (OR AT A NEARBY OFFICE) AND SHALL PLACE COPIES OF ANY PROJECT RELATED
PERMITS ON THE PROJECT BULLETIN BOARD.
23. THE OPERATION OF EQUIPMENT IN WATERS OF THE STATE/U.S., INCLUDING WETLANDS, SHALL BE
ONLY AS SHOWN ON THE PROJECT PLANS AND/OR AS SO SPECIFIED OR DIRECTED BY SECTION
404 PERMIT(S). ANY ADDITIONAL PERMITS REQUIRED BY THE CONTRACTOR'S METHOD OF
OPERATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN.
24. ONLY CLEAN ROCK MAY BE PLACED DIRECTLY INTO WATERS OF THE STATE/U.S. AS INDICATED
ON THE PLANS AND PERMITS. CLEAN ROCK IS ROCK OF VARIOUS TYPE AND SIZE, DEPENDING
UPON APPLICATION, THAT CONTAINS NO FINES, SOILS, OR OTHER WASTES OR CONTAMINANTS.
OTHER FILL MATERIALS TO BE DISCHARGED BELOW ORDINARY HIGH WATER MUST BE FREE OF
FINES, SEDIMENT, SOIL, POLLUTANTS, CONTAMINANTS, TOXIC MATERIALS, ASPHALT, TRASH,
AND/OR OTHER WASTE MATERIALS.
25. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROACTIVE METHOD TO PREVENT LITTER,
CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS FROM ENTERING THE WATERS OF THE
STATE/U.S.
26. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT PETROLEUM PRODUCTS OR
OTHER CHEMICAL POLLUTANTS ARE PREVENTED FROM ENTERING WATERS OF THE STATE/U.S.
ALL EQUIPMENT REFUELING, SERVICING, AND STAGING AREAS SHALL COMPLY WITH ALL LOCAL,
STATE, AND FEDERAL LAWS, RULES, REGULATIONS, AND ORDINANCES; INCLUDING THOSE OF THE
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). APPROPRIATE CONTAINMENT MEASURES FOR
THESE AREAS SHALL BE UTILIZED. ALL SPILLS MUST BE REPORTED TO THE APPROPRIATE
AGENCY, AND MEASURES SHALL BE TAKEN IMMEDIATELY TO PREVENT THE POLLUTION OF
WATERS OF THE STATE/U.S., INCLUDING GROUNDWATER, SHOULD A SPILL OCCUR.
27. BORROW AND WASTE DISPOSAL AREAS SHALL BE LOCATED IN NON -WETLAND AREAS. BORROW
AND WASTE DISPOSAL AREAS SHALL NOT AFFECT ANY WATERS OF THE STATE/U.S.
28. ANY DISAGREEMENT BETWEEN THE PROJECT PLANS, THE PROJECT AS CONSTRUCTED AND THE
PERMIT OR PERMITS ISSUED FOR THE PROJECT, SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVE. THE OWNER'S REPRESENTATIVE SHALL DECIDE WHICH HAS
PRECEDENCE AND WHETHER PERMIT OR PLANS REVISIONS ARE NEEDED. IN GENERAL, PERMIT
CONDITIONS WILL PREVAIL.
29. TEMPORARY SILT FENCE REQUIREMENTS :
A. ALL SILT FENCE SHALL BE INSTALLED AS INDICATED.
B. LIMITS INDICATED SHALL BE MODIFIED IF CONTRACTOR PHASES CONSTRUCTION. MODIFICATIONS
SHALL BE APPROVED BY OWNERS REPRESENTATIVE.
S-O" MIN STEEL FENCE POST,
10' MAX POST SPACING
WOVEN WIRE FENCE (14 1/2 GAGE
MIN, MAX 6" MESH SPACING) WITH
FILTER CLOTH OVER
00
I
OVERLAND FLOW
EMBED FILTER CLOTH
MIN 8" INTO GROUND
UNDISTURBED GROUND
NOTES:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE
POSTS WITH WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
WITH TIES SPACED EVERY 2'-0" AT TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
5. SILT FENCE MATERIAL SHALL CONFORM TO THE FOLLOWING
MINIMUM REQUIREMENTS:
A. POSTS STEEL -EITHER "I" OR "U" TYPE
B. FENCE WOVEN WIRE, 14 1/2 GAGE, 6" MAX MESH OPENING
C. FILTER CLOTH SHALL MEET NCDOT, STANDARD SPECIFICATION,
SECTION 893
TEMPORARY SILT FENCE DETAIL 1
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DATE 8/1/07
SHEET 27 OF 29
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RECORD DRAWINGS

i
Q U O'NEAL'S SEA HARVEST I/ /
o _ _ LOT 28A
_ — NEW CONC SLAB
NEW CONC RAMP
NEW CONCRETE DECK 0 I Y
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SCALE:1"=20'

41 am-
1 44 4
CAMA PERMIT
APPLIED FOR
PROJECT: Demolition of existing timber/concrete dock, ramp and
timber wall; excavate area under dock; construct steel sheet pile
bulkhead and reinforced concrete cap; backfill and construct a
concrete slab on grade behind the bulkhead to serve as waterfront
operations platform; replace concrete ramp and section of timber pier.
COMMENTS ACCEPTED THROUGH 11_ZSZo23
APPLICANT
Wanchese Marine Industrial Park
c/o Moffatt and Nichol (Rachel
Baker) 919-334-7964
633 Harbor Road
Wanchese, North Carolina 27981
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
^� YVONNE CARVER - DCM
401 South Griffin Street, Suite 300
Elizabeth City, NC 27909
252-264-3901

MAJOR PERMIT FEE MATRIX
Annlicant: Wanchese Marine Industrial Park / O'Neal's Sea Harvest
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
❑
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
❑
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
❑
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4501 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4501 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4501 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
®
Quality Certification No.
60% ($240)
40% ($160)
4501 (see attached) canno
be applied:
IV. For development that
fl$475
El
involves the filling and/or
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/
open water areas:

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
TO: The Coastland Times
ATTN: Hannah Russ
NORTH CAROLINA
Environmental Quality
Manteo, NC 27954
legals(@-thecoastlandtimes.net
FROM: Lisa Doepker, Administrative Specialist
DATE: 11 /3/2023
SUBJECT: Major Public Notice: Wanchese Marine Industrial Park
Please publish the attached Notice in the Wednesday, November 8, 2023, issue of The
Coastland Times. Please note that this is for a one -day publication only.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, an original invoice and payment request to Lisa Doepker, via
email at: [e-mail].
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Curt Weychert, Assistant Major Permits Coordinator, DCM,
curt.weychert deq.nc.gov
Gregg Bodnar, Major Permits Coordinator, gregg.bodnar(�deg.nc.gov
Christy Simmons, PIO, DCM, christy.simmons(o)-ncdenr.gov
Ellie Davis, Accounts Payable, DCM, ellie.davis(@�ncdenr.gov
File
�North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
DepaN ent f Ent nm M ll 252.264.3901

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 10/4/2023. Wanchese Marine Industrial
Park is proposing demolition of the existing timber/concrete dock, concrete ramp, timber
retaining/bulkhead wall and timber fender piles: removal of a 9' X 10' section of the timber
dock/finger pier. Replacement steel sheet pile bulkhead with reinforced concrete cap, new
concrete ramp, new fenders, ramp and cleats. This property is located at 622 Harbor Rd,
Wanchese, NC in Dare County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by
phone at [phone] during normal business hours. Comments mailed to Braxton
Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to
November 29, 2023, will be considered in making the permit decision. Later comments
will be considered up to the time of permit decision. Project modification may occur based
on review & comment by the public, state & federal agencies. Notice of the permit
decision in this matter will be provided upon written request.
PLEASE PUBLISH ON: November 8, 2023

�O 600K 3�2 PASE �3� �ILEa
� '80 �;OV 21 Ph 3 56
�'
� ALYA G. VrISE
�� REGIST�^ � r" DEEDS
DARE COUt+TY, N.C.
`� STATE; OF NORTH CAROLINA
�, DEE D
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v2 COiJNTY OF DARE
�X
THIS DEED, made this the 30th day of October,
1980,�y the STATE OF NORTH CAROLINA, a body politic and
corpora�� party of the first part, to the rJORTH CAROLINA
SEAFOOD C``,,STRIAL PARK AUTHORITY, party of the second part,
C•
�J W I T H E S S E T H:
T��, WHEREAS, the General Assembly of North
Carolina, 1979�Session Laws C. 459 Sec. 16 provides that
the party of the (�cond part will take title to, develop
and manage seafood`�dustrial parks; and
WIiEREAS , � Council of State at a meeting 'reid
in the City of Raleigh,�Torth Carolina, on the 7th day of
October, 1980, approved�is conveyance and directed execu-
tion o_` this instrument;
NOW, THEREFORE, in consideration of the sum of
ONE ($1.00) DOLLAR paid to the��arty of the first part by
the party of the second part, (��,,a��f���other good and valuable
consideration) the receipt of whichxis hereby acknowledged,
the party of the first part has baCrc�a�,i�ned and sold and by
these presents does hereby bargain, se�l. and convey unto
the said party of the second part, its ��u�essors and
assigns, all •those certain tracts or parce� of land situ-
ate, lying and being in Nags Head\ ownship, Dare County,
North Carolina, and more particularly describe as follows:
TRACT 1 ��
BEING 10.59 acres more fully described�in
a deed from Mirlo Investment Corporatior�(
to the State of North Carolina dated \\
December 31, 1976, and recorded January
26, 1977, in Book 241, Page 366, Dare
County Registry; as also described in a

ecr,r, 302 ens: 83G
-2-
condemnation action styled "State of
North Carolina for and on behalf of the
North Carolina State Ports Authority vs.
Mirlo Investment Corporation, et al"
filed in Superior Court of Dare County
as 76-CVS-187, and in a Final Order there-
in recorded January 21, 1980, in Book 291,
Page 478, Dare County Registry.
TRACT 2
BEING 21.25 acres, more fully described
in a condemnation action styled "State of
North Carolina, for and on behalf of the
North Carolina State Ports Authority vs.
Wilma (Wendy) Hayman Herold, et al" filed
in Superior Court of Dare County as 76-CVS-
184, and.a Final Order therein which was
O corded January 21, 1980, in Book 291,
VVee 481, Dare County Registry.
EwT
BEIQ,6045 acres, more fully described in
a coifd mnation action styled "State of North
Carona for and on behalf of the North
Caroli;State Ports Authority vs. Ethel
Tillett, et al" filed in Superior Court of
Dare Co�jj as 76-CVS-185, and a Final Order
therein wh0h was recorded January 21, 1980,
in Book 29 (1Page 485, Dare County Registry.
TRACT 4
BEING 30.74 ac�,s in Dare County, more fully
described in a ndemnation action styled
"State of North olina, for and on behalf
of the North Car na State Ports Authority
vs. Willie Daniels, et ux, et al" filed in
Superior Court of Dare County as 76-CVS-186
and as further described in a Memorandum of
Action, recorded Dece r 10, 1976, in Book
239, Page 639, Dare C 611
ty Registry,
TOGETHER WITH the entire( nterest of the party
of the first part in and tiZ\the easements or
rights of way more partic lily described as
follows :
C•
TRACT 1
Easement as described in Deed Easement from
George A. Daniels and wife, Ett��. Daniels to
the State of North Carolina, dat`Fd December 1,
1976, recorded December 1, 1976, in ,Book 239,
Page 423, Dare County Registry. 6
TRACT 2 O
0
Easement as described in a Deed of*Ea*nt
from Clyde Daniels and wife, Louise P. niels
to the State of North Carolina, dated Seoember
3, 1976, recorded October 14, 1976, in B61ais,
237, Page 620, Dare County Registry. lX

BUGr;
TRACT 3
302 PAS,: 837
-3-
Easement as described in Deed of Easement
from Rondal K. Tillett and wife, Nelma R.
Tillett to the State of North Carolina dated
November 1, 1977, recorded November 16, 1977,
in Book 253, Page 828, Dare County Registry.
TRACT 4
Easement as described in a condemnation
� action styled "State of North Carolina, for
and on behalf of the North Carolina State
Ports Authority vs. Willie Daniels, et ux,
et al'° filed in the Superior Court of Dare
County as 76-CVS-186 and as further described
in a Memorandum of Action, recorded December
10, 1976, in Book 239, Page 639, Dare County
Registry.
O`er TO HAVE AND TO HOLD the aforesaid tracts or par-
C'
eels of �r}d and all privileges and appurtenances thereunto
belonging the said party of the second part, its suc-
cessors andC�signs, forever.
INCTESTIN!ONY WHEREOF, the State of North Carolina
has caused this�strument to.be executed in its name by
DAMES B. HUNT, JR ^Governor, attested by THAD SURE, Secret
of State, and the G� t Seal of the State of North Carolina
hereto affixed, by vi�ue of the power and authority afore-
said. �j�
`, STAT F NOR H CA N
1 _.
�,, , ° ;
r� � � `�, � overnor
f - �
� -' .. /
��'creta�Y� a�i\,4 date ��_<��
APPROVED A5'`.,�6��R_I"I, ��. � C
RUFUS L. EDMIST�EN
Attorney General
Return to: Mr. Dennis P, Myers
State of North Carolina
Department of Justice
PO Box 629
Raleigh, NC 276Q2
��
Graiaee's Address: ��
North Carolina Seafs� Industrial
Park Author �(
43() North Salisbury Sbreet
Raleigh, NC 27611

5 .
STATE OF NORTH CAROLINA
COUNfY OF WAKE
38;� Pa;; 838
Q^^ I, SHIRLF.Y S. )iARBEE FOWLER, a Notary Public in and for the
lY County and State aforesaid, do lcereby certify that JAMES B. BUNT, JR.,
�overnor of the State of Nurtli Carolina, and THAD EURE, Secretary of
3't�te of North Carolina, personally came before me this day and being
T bye duly sworn says each for himself that he knows the Great Seal
of the State of North Carolina and that the seal affixed to the fore-
going icis�iument is the Great Seal of the State; that JAMES 8. HUNT, JR.,
Governor �f�aid Sate; and THAll EURE, Secretary of State, subscribed
their names �}ie,�eto, all by virtue of a resolution of tt�e Council of
State; and that�eaid instrument is the act and deed of the State of
North Carolina. J'
IN WITNES3"�EREOF, I have hereunto set my h.�ad and Notarial
Seal, this the /�� day ,of s l�j�,
My Commission Expires;
My Commission Expires S ?o-EA
•tt•���.�i�1.1.4111/,
_ : �+ = :1
_� �
:. .� �:
-,,, ,r c ocsE�
r:��r:�n� cnr;o�;��n on.r/.e eoui!"r�
the furt�r�oii�/� Ccrt.i Fic.cL:(
of
" Notar� Public
��2
C y
_ _ v
i5/are cerCi(ied lu be correct. This instrument �n lips certi ate arc u y reyi"sTi:red
at the date and time and in the Book and Page shoti�rn on the first�ye hereof.
.����/ � ��(%�_ Register of Oceds For County
gy Deputy/Assistant-Rcyister of Deeds � 11'n�U-�(�

DOOx 302 PACE 8v9
0
n�

BOCK 30? � acE 8 0

�OGK 30.E PAi.E �4�

Recorded: 07/30/2021 03:13:43 PM
BY: CLAUDIA HARRINGTON
COA
yO
C
APPROVED
DARE COUNTY
- LAND TRANSF TAX
Cheryl L. House, Register of Deeds
Dare County, NC
Fee Amt: $26.00 NC Excise Tax: $455.00
Land Transfer Fee: $2,272.19
e� w 2531 a.ce 50 (3)
0138 GI��9��IIVM�uI�ii�E
d
Prepared by (yinda H. McCown, Malarney & McCown, PLLC, PO Box 729,708 US N Hwy 64, Manteo, NC 27954
Return to: Horoal. Riley, Ellis & Maland, LLP, 2502 S Croatan Hwy, Nags Head, NC 27959
This instrument wa epared by Linda H. McCown, a licensed North Carolina attorney. Delinquent taxes, if any, are
to be paid by the clogg�rIt attorney to the County Tax Collector upon disbursement of proceeds.
LAND TRANSFER TAX NO:
LAND TRANSFER TAX: $29272*19
Excise Tax: $455.00
NORTH CAROLINA, CTY OF DARE A PORTION OF PARCEL # 013331000
Brief Description for InK;�, Parcels on 390 Harbor Rd, Wanchese, NC
NORTH CAR016�YIZ1A GENERAL WARRANTY DEED
THIS DEED made this the 29 day of July , 2021, by and between
Willie E. Daniels, Jr. and wife, Candace niels, Grantor, of 3652 Mill Landing Rd, Wanchese,
NC 27981, and North Carolina Marine strial Park Authority, Grantee, of PO Box 549,
Wanchese, NC 27981;
The designation Grantor and Grantee as i�s d herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, Aural, masculine, feminine or neuter as required
by context.
WITNESSET,�ft,:
That the Grantor, for a valuable consideration paid 0 the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grarx %argain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situatZ( in the Village of Wanchese, Nags
Head Township, Dare County, North Carolina and more particu4 described as follows:
See Exhibit A attached hereto and made a part hereof

C
'�O The property hereinabove described was acquired by Grantor by instrument recorded in Book
575 at Page 321 Dare Count Registry.
g � Y g rY•
All or a portion of the property herein conveyed does not include the primary residence of the
C (cantor.
C�
To
simple, tl�
warrant an
exceptions
HAVE AND TO HOLD the aforesaid lot or parcel %J land and all privileges and
es thereto belonging to the Grantee in fee simple. And the Grantor covenants with the
t Grantor is seized of the premises in fee simple, has the right to convey the same in fee
title is marketable and free and clear of all encumbrances, and that the Grantor will
fend the title against the lawful claims of all persons whomsoever except for the
iirAnafter stated.
Title to t1
0roperty herein above described is subject to the following exceptions:
Easements and restrictions of record.
IN WITNESS WIPEREOF, the Grantors have hereunto set their hands and seals, the day
and year first above writtenQ
xol�\
X�"
��
0
l.illlUill'C ildI11C1�
Seal)
Seal)
O
STATE OF NORTH CAROLINA
COUNTY OF DARE
1 l 1rt
lA -VV� ` t�1 m Notary Aic of , sQ ounty, North Carolina,
do hereby certify that Willie E. Daniels, Jr. and wife, Candace Daniels, personally appeared
before me this day and acknowledged the execution of the foregoing instrum nt.
Witness m hand and official seal or hiss-- dayof , 2021.Lj
(Seal -Stamp)
Linda I"I• McCown tary Public
NpTARY pU[3l'IC My commission e')(D IVs:
llnt � �e� ��v� �•
pare Co y
North Carolina 0

EXHIBIT A
X" PARCEL 1:
`All that parcel of land lying in Nags Head Township, Dare County, North Carolina, said parcel
l� g a portion of lands now or formerly of Willie E. Daniels, Jr. and being more particularly
d sibed as follows:
BEGVVVNING at a concrete monument, said POINT OF BEGINNING located on the southern
right -of w y for Harbor Road (S.R. 1140) and also being a corner between lands now or
formerl Willie E. Daniels, Jr. and lands now or formerly of the North Carolina Marine
Industrial rk Authority; thence leaving said right-of-way and running South 43026'44" East a
distance o 6.65' to a concrete monument; thence running South 43032'29" East a distance of
71.23' to a cjlated point; thence cornering and running South 47°15'31" West a distance of
30.00'to a caated point; thence cornering and running North 43°32'29" West a distance of
70.83'to a caed point; thence running North 43°26'44" West a distance of 541.49' to a
calculated point a southern right-of-way for Harbor Road; thence cornering and running
along the souther right-of-way for Harbor Road North 55040'47" East a distance of 30.38' to a
concrete monument and said POINT OF BEGINNING.
Said parcel containing 1 03 sq. ft., described as "PARCEL 1-AREA OF LAND TO BE
PURCHASED BY STAXplai
RTH CAR OLINAIt and delineated on a plat entitled "Land
Acquisition Survey for Industrial Park," dated June 30, 2021 by Coastal Engineering
& Surveying, Inc., whiccorded in Plat CabinetJ , Slides 213-214 of the Dare
ounty Public Registryh plat is incorporated herein by reference.
PARCEL 2: �
All that parcel of land lying in Nags Township, Dare County, North Carolina, said parcel
being a portion of lands now or form" of Willie E. Daniels, Jr. and being more particularly
described as follows:
BEGINNING at a calculated point, said PONT OF BEGINNING located on the northern right -of
way for Harbor Road (S.R. 1140) and lying(!Jorth 44023'02" West a distance of 61.09' from a
concrete monument, and also being a corne etween lands now or formerly of Willie E.
Daniels, Jr. and lands now or formerly of the K rth Carolina Marine Industrial Park Authority;
thence running along said right-of-way South �0'47" West a distance of 30.39' to a
calculated point; thence leaving said right-of-way*d running North 43032'29" West a distance
of 65.06' to a calculated point; thence cornering an 1running North 36004'05" East a distance of
30.50' to a calculated point; thence cornering and running South 43032'29" East a distance of
75.44' to a calculated point on the northern right-of-way for Harbor Road and said POINT OF
BEGINNING.
Said parcel containing 2,107 sq. ft., described as "PARCF,k 2-AREA OF LAND TO BE
PURCHASED BY STATE OF NORTH CAROLINA" and delineated on a plat entitled "Land
Acquisition Survey for NC Marine Industrial Park," dated JunV'3O, 2021 by Coastal Engineering
& Surveying, Inc., which plat is recorded in Plat Cabinet J `Aides 213-214 of the Dare
County Public Registry, and which plat is incorporated herein b�k reference.
Parcels 1 and 2 being a portion of the property conveyed to Willie aniels, Jr. by deed dated
April 15, 1988 and recorded in Book 575, Page 321, Dare County R�i ry.

hAhq
August 1, 2023
BBY Holdings LLC
P.O. Box 300
Wanchese, NC 27981
To Whom It May Concern,
moffatt & nichol
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
The firm of Moffatt &Nichol, on behalf of the North Carolina Marine Industrial Park Authority, is in
the process of applying for the appropriate permits to pursue the redevelopment of the Wanchese
Marine Industrial Park facilities adjacent to your property located on and adjacent to the Roanoke
Sound. The purpose of the proposed action is to add needed improvements to the existing facilities.
The Wanchese Marine Industrial Park has been operating since 1981 and has continued to see
success and contribute to the North Carolina economy, but the buildings, ramps, and associated
utilities on site are deteriorating due to heavy use. This proposed project would enhance the
waterfront structures and their associated utilities to ensure continued success of the North Carolina
Marine Industrial Park Authority and the local businesses that utilize their facilities.
Guidelines set forth by the North Carolina Coastal Area Management Act (LAMA) require that
adjacent property owners be notified of the permit application and given the opportunity to provide
comments. Please find included with this letter the project narrative for your review. Should you
wish to comment on the permit application, you may do so within 30 days from the date you receive
this correspondence. Your comments, which will be considered by NCDCM before reaching a final
permit decision, may be provided in writing or via email to:
The North Carolina Division of Coastal Management
c/o Yvonne Carver
401 South Griffin Street, Suite 300
Elizabeth City, NC 27909
If you choose not to comment on the application, NCDCM will consider that you have no objection
to the project. Should you have any questions about this issue, please feel free to contact me at
rbakerkmo ffattnichol. com.
Sincerely,
` of�
Rachel Baker
Coastal Scientist

PERMIT APPLICATION NARRATIVE
FOR
Wanchese Seafood Industrial Park
Waterfront Improvements
Prepared by:
Moffatt & Nichol
305 Commerce Ave
Suite 201
Morehead City, NC 28557

1. Introduction
The North Carolina Marine Industrial Park Authority is governed by the North Carolina Department of
Commerce. The Authority currently operates two marine parks: the Wanchese Marine Industrial Park
and the Engelhard Marine Industrial Park. The primary functions of the Authority are to promote,
develop, construct, equip, maintain, and operate the two marine industrial parks for the State.
The Wanchese Marine Industrial Park, opened in 1981, is located on the south end of Roanoke Island in
Dare County. The Authority leases land to tenants who typically build their own buildings, or in some
instances, the Authority will erect a building for tenants. Due to the Authority's flexibility and efficiency,
there exists a business -friendly environment that has boosted success for a number of business owners
over the many years since its opening. The Park's 30 lots are fully leased to various businesses including
boat building, commercial fishing, marina, and supply chain operations. In total, the Park contains 53
acres of land, a 15-acre basin, and its own wastewater treatment and water systems. Buildings on site
range in size from just over 3,000 sq. ft. to 30,000 sq. ft. The Park has continued to see success and
contribute to the North Carolina economy since its opening over 40 years ago. In 2015 alone, the Park
had an annual impact to the State of $105 million. It is due to the success of the Wanchese Marine
Industrial Park that the Authority was able to acquire and develop land for the Engelhard site in 2007.
2. Purpose and Need
The existing facilities at the Wanchese Marine Industrial Park are in need of updating. The current facility
has been in place for over 40 years, and its 30 lots have been used heavily by various businesses during
this time. Pieces of the waterfront infrastructure, including the timber bulkhead and platform, are
deteriorating and conditions are continuing to worsen with time. The bulkhead is shifting, causing
adjacent work areas to sink and depress. A forklift ramp on the platform/dock area is caving in, posing an
ongoing safety issue. With the forklift ramp becoming unusable, and the structural integrity of both the
bulkhead and platform in jeopardy, current conditions now pose serious safety concerns for any
individuals needing to utilize the park and its facilities. These safety concerns, if not addressed, will
hinder any potential future economic growth of the North Carolina Marine Industrial Park Authority and
its local constituents.
The purpose of the proposed action is to restore the structural integrity of the existing infrastructure and
functionality of associated utilities. The proposed project includes demolition and reconstruction
activities in order to install newer, stronger infrastructure that will last. This proposed project would
diminish safety concerns for business owners utilizing the park and ensure structural integrity into the
future so that the park maintains its functionality for decades to come.

The project would include the following:
• Demolition of the existing timber and concrete deck, concrete ramp, and timber retaining wall.
• Construction of a cantilevered steel sheet pile bulkhead and reinforced concrete cap.
• Backfilling and construction of a concrete slab on grade behind the bulkhead to serve as the
waterfront operations platform.
• Installation of new mooring hardware (cleats) and timber fenders along the face of the
bulkhead.
• Construction of support foundation and framing for the existing elevated timber platform
supporting three existing industrial ice machines.
• Construction of a concrete retaining wall separating the lower -level waterfront operations
platform from the primary building facility.
• Construction of a concrete ramp for forklift access along the two different levels.
3. Existing Conditions
The existing facilities are located at 636 Harbor Road in Wanchese, North Carolina on Lot 28 A of the
property. The property sits on the Roanoke Sound, specifically between Broad Creek and Mill Landing
Creek. The park facility consists of 53 acres of land, a 15-acre basin, and its own wastewater treatment
and water systems. Across Harbor Road from the park is Broad Creek Boatworks, the U.S. Army Corps of
Engineers, and the North Carolina Coastal Federation.
4. Proposed Action
The existing pier consists of a concrete deck supported by timber stringers, timber bent caps, and timber
piles. A steel sheet pile wall with a concrete cap will be installed in front of the existing pier before the
demolition of the existing pier begins. Once the steel sheet pile wall is installed, the existing ice machine
platform will be temporarily supported. The demolition of the existing pier will include the removal of
the concrete deck, concrete ramp, timber stringers, and timber bent caps. The existing timber piles will
be cut off to a desired elevation. The area behind the installed bulkhead will be backfilled with soil. A
concrete slab on grade will then be built behind the bulkhead to serve as the waterfront operations
platform. The construction of the waterside features will be performed via the water and barges. No
dredging or disposal of fill material is proposed as part of this project.

7021, 0350
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so that we can return the card to You•
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or on the front if space permits.
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Slq �-�a$I
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9590 9402 6902 1104 2155 5
2. Article Number (Transfer from service label)
7021 0350 0001 4911 4778
PS Form 3811, July 2020 PSN 7530-02-000-9053
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,g, t
January 24, 2005
Brad Woodall
MOFFATT & NICHOL ENGINEERS
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Re: Report of Subsurface Investigation
Proposed Bulkhead Modifications
Wanchese Harbor
Wanchese, North Carolina
GeoTechnologies Project No. 1-04-1403-EA
Gentlemen:
• 3200 Wellington Court, Suite G
Raleigh. North Carolina 27615
919-954-1514
Fax [phone]
GeoTechnologies, Inc. has completed the authorized subsurface investigation to evaluate subsurface
conditions in the area of a proposed bulkhead modification near O'Neil Seafood at Wanchese Harbor in
Wanchese, North Carolina. Subsurface conditions at the site were investigated by drilling three test borings at
the approximate locations shown on the attached Figure 1. These locations were established in the field by
pacing distances from existing site features, and the indicated locations should be considered approximate. The
borings were extended to termination depths of 60 feet beneath existing site grade utilizing standard penetration
test procedures at selected intervals to evaluate the consistency and density of the subsurface soils. The borings
were advanced utilizing wash boring techniques. This report presents the findings of the investigation and our
recommendations for design of the new bulkhead.
UMMMYI -Ma 1 p 41 Y;u_. Y
It is our understanding that the existing bulkhead facilities in the vicinity of O'Neil Seafood will be
modified to allow additional use by marine craft. Although we have not been provided with preliminary plan
drawings, we anticipate that areas between existing bulkheads will be in -filled and that the existing bulkhead
will either be reinforced or replaced as part of a new project.
At present, the areas which do not include an existing bulkhead are gentle slopes which drop down to
the existing water level. The slopes generally have been covered with rip rap and are grass covered behind the
top of slope.
SUBSURFACE CONDITIONS
A generalized subsurface profile prepared from the test boring data is attached to this report as Figure 2
to graphically illustrate subsurface conditions encountered at this site. More detailed descriptions of the
conditions encountered at the individual test boring locations are then presented on the attached test boring
records.
Geotechnical and Conslructon Materials Testing Services

Moffatt & Nichol Engineers • •
January 24, 2005
Pager 2
The subsurface profile on this site was found to consist of a near surface veneer of sandy fill material at
all three test locations. The thickness of the surface sand ranges from only 4 feet at test location B-2 to as much
as 8 feet at test location B-1. Penetration resistances in the near surface sand fill were quite variable ranging
from as little as 2 to 3 blows per foot (bpf) to as much as 18 to 34 bpf with the higher resistances representing
an area which also included some gravel within the and fill. All of the borings encountered a layer of sandy
peat to peat beneath the near surface sand fill. This peat stratum which typically was on the order of 3 to 5 feet
in thickness is common in the Wanchese area. During initial development of the facility in the 1980's, the peat
materials were covered with sand fill and in critical areas, the peat was surcharged with 5 feet of sand fill for a
period of time in order to reduce secondary compression of the peat stratum. The peat materials are highly
compressible and exhibit a high coefficient of secondary compression for the more fibrous materials. Previous
investigations performed at this site indicate that the peat material has the potential for settling as much as 3
inches during the first yen after loading by placement of additional fill with settlement occurring up to a 3 inch
rate per decade of time thereafter implying up to 3 more inches of settlement between yen 1 and yen 10.
The pests were underlain at all of the test locations by a slightly silty sand except at test location B-3
where clayey sand was initially encountered. The loose new surface sands extended to depths of 10 to 23 feet
below existing site grade where firm sands were encountered. Penetration resistances within the loose sands
range from 2 to 6 bpf. The underlying firm sands exhibited resistances of 10 to 29 bpf and extended to depths of
27 to 28 feet below grade at test location B-1 and to a depth of 43 feet below existing grade at test location B-3.
These firm sands were underlain by dense sands exhibiting resistances in the range of 40 bpf to in excess of 100
bpf.
An approximately 5 foot thick layer of very soft silty clays sufficiently soft to be penetrated by the
sampler under the weight of hammer only is present at a depth of about 43 to 48 feet below existing site grade
except at test location B-3 where it was slightly deeper being initially encountered at a depth of 48 feet below
grade. This 5 foot thick soft clay layer was in turn underlain by dense to very dense silty sands exhibiting
penetration resistances in the range of 38 to 91 bpf to the maximum 60 foot depth of boring.
Groundwater was present at a depth of about 5 to 6 feet below grade at the test locations at the time of
this investigation, however, we anticipate that groundwater levels would rise during significant storm events.
The following recommendations are made based upon a review of the attached test boring data, our
understanding of the proposed construction, and past experience with similar projects and subsurface conditions.
Should existing plans change significantly from those now under consideration, we would appreciate being
provided with that information so that these recommendations may be confirmed, extended, or modified as
necessary. Additionally, should subsurface conditions adverse to those indicated by this report be encountered
during construction, those differences should be reported to us for review and comment.
Recommended Design Parameters. The proposed bulkhead modifications may be designed utilizing the
recommended soil design parameters presented in the attached Table 1. We note that the subsurface profile
includes a layer of peat which has extremely poor support characteristics. Furthermore, this stratum has the
potential for significant settlement if grades are raised above those which now exist. In the event the bulkhead is
constructed and then grades are raised behind the bulkhead by filling, it can be expected that significant
settlements will occur where the peat exists. As such, if grades will be raised behind the bulkhead, the potential
for settlement of the peat should be taken into consideration in both design of any hard surfaces and in design of
any deadmen type structures. If deadmen will be used, consideration should be given to supporting the deadmen
�,
_. GeoTethnolo0ies,lnr.

Moffatt & Nichol Engineers • •
January 24, 2005
Page! 3
on timber piles in order to prevent potential significant settlement of the deadmen if settlements of about 6 to 10
inches or slightly more would adversely offset their performance.
Installation of Sheetine. If the new bulkhead will be constructed utilizing steel sheet piling, the sheets
likely can be easily installed to any desired depth utilizing a vibratory hammer. If concrete panels will be used,
the contractor should be prepared to jet the panels into place. If long piles will be used, we suggest giving
consideration to a relatively heavy H-section which can either be vibrated into place or be driven into place with
a conventional diesel hammer.
The dense sands which exist below depths of 27 to 28 feet at test locations B-1 and B-2 and below a
depth of 43 feet at test location B-3 will be difficult to penetrate with a conventional timber pile which may be
used for some of the new construction. If timber piles are used and it is desired to extend the tip into the dense
and layer, it will be necessary to jet in order to install the timber piles into the dense sands. Our experience has
been that timber piles typically will not penetrate through sands having penetration resistances in excess of 20
bpf without firstjetting or prespudding.
If hard stand areas will be placed behind the existing bulkhead and it is necessary to raise grade with
placement of new fill, consideration should be given to overfilling the hard stand areas by 3 to 5 feet initially
and leaving the surcharge in place for not less than 60 days. This will help to preconsolidate the underlying peat
soils and reduce subsequent post -construction secondary settlement. Alternatively, if the area does not have to
be paved, consideration should be given to placing a geotextile fabric and CABC base course stone on the
subgmde in areas where it is desired to allow access by rubber tired equipment so that should settlements occur
in the future, the area can be easily regraded by adding additional base course stone as necessary. If asphalt a
concrete pavements are placed in areas which are raised by placement of more than 1 to 2 feet of new fill, it can
be expected that post -construction settlements will occur which potentially could result in some birdbathing in
the pavement areas.
GeoTechnologies, Inc, appreciates the opportunity to be of service on this phase of the project. Please
contact us if you have any questions concerning this letter or if we may be of additional service on this or other
projects.
Sincerely,
y.p:[:^...qy�y
GeoTechnoiogies, inc,.�O`QZ" CAR Jp�
�EESSIpp°^r ��.'A •` L•.�a.rnn.Pje
$$$ SEAL
Edward B. Hearn, Y�E. 9520 Philip C. Lambe, P.E.
NC Regisa95� Ii jpQ: d' NC Registration No. 12412
{yggp_ �� sir
EBH/lam ��'neuum•"••"'
Attachments
041403eadoc
GeoTerhnologies,
Inr.

TABLE 1
RECOMMENDED DESIGN PARAMETERS
Proposed Bulkhead Modifications
W anchese Harbor
Wanchese, North Carolina
GeoTechuologies Project No. 1-04-1403-EA
Boring #
Depth B
Material
-N"
C s
lk %
K
E50
B-1
0.0 -8.0
Sand Fin
2-4
0
28
25
0
8.0 —13.0
Peat
22
50
0
-
0.020
13.0 —17.0
Loose SAND
2
0
28
25
-
17.0 — 27.0
Firm SAND
15-29
0
32
40
-
27.0-43.5
Dense SAND
54-80
0
42
100
-
43.5 —48.0
Soft CLAY
WOH
200
0
-
0.020
48.0-60.0
Dense SAND
38-60
0
40
100
B-2
0.0-4.0
Sand Fill
4-9
0
28
25
-
4.0-8.0
Peat
4-6
50
0
0
0.020
8.0-23.0
Loose SAND
6
0
29
29
-
23.0 — 28.0
Finn SAND
10
0
30
30
-
28.0 — 43.0
Dense SAND
54-100+
0
42
42
-
43.0-48.0
Soft CLAY
WOH
200
0
0
0.020
48.0 — 60.0
Dense SAND
48-65
1 0
1 40
40
B-3
0.0-6.0
Sand Fill
12-34
0
31
35
-
6.0 — 8.0
Peat
2
50
0
-
0.020
8.0 —10.0
Clayey SAND
3
0
28
25
0
10.0-43.0
Firm SAND
11-23
0
31
35
0
43.0 — 48.0
Dense SAND
40
0
38
100
0
48.0 — 53.0
Soft CLAY
WOH
200
0
-
0.020
53.0 — 60.0
Dense SAND
54-91
0
40
100
-

€ ,
UNIMPROVED
16
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w AREh;s7i SF y
E%ISI GOIC `�'-� j - # i LI{Vl i {]
DRIVE
€ • .i iR1VE___ _ 1 L9, w- e _a
1 3. �35 SF
€ i '. ! AREA, 31150 SF4JYRCl:
+ E i rj
yY•-
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1 DRIVE 6RltiE tti 11' -
1 r ! —.
- i { AWAA J3.313 grI AiiEA a s7g sf I 1 ' • f _ _ '
1 t
f �• I
EmsTwo
CDN7+4ipFER + - - •.
EWSTING
our
'J II r l PFIOPDD
BUILDING s
it � --�--- 'tis -• - �` tr' f � i
EX]STINGJPROPOSED FEATURES LEGEND _ -
•�1���-` - uHllJPF
SYMBOL DESCi2.1P7 ON DRI
AREA. . 14.
E]oSTmG S3LIL04rrC/xO+saNraw,r DEVELc7PUEMT .
- PROPOSED EKAL€1MC/ROADWAY EEVELOPW:P*T
EXISTING GR"D CONTOUR LIraC f
E%ISTING TREELWE/YEGETATION
• €]QSTNC -4C4- WETLANDS
EASTII4C, SURFACE wRTERS
E)aSTiHG GRAVELf DAPRO%C0 S€*F4L-r ,
® EXISTEMrf BUILDING
L E-XISTiMG PAV€L) SURFACE
- - - -o- - - - E CISTIHG CABLE TV Lli•IE EX#5
-T E'&ST:NG TELEPHONE UNE UPit�VED
EkPJV� EXIISTING L"EXEF`(;YtpUND P�JHiR LINE EXISTING aREx73,E¢S SF
- �- TING WATER LME
r .
PROJECT: SCALE: Not to Scale
JOB Na: 1-04-1403-EA
Wanchese Seafood Ind. Park f CeoTechnologles,
Wanchese, North Carolina FIGURE No: 1

GENERALIZED SUBSURFACE PROFILE
Depth
(Ft.)
B-1 13-2
B-3
0
4
9
18
2
4
12
5
3 2_
6
34
_
4
4
2
LEGEND
10
z1I,1
6
3
lit
Ij4
sir
Ij
■
Topsoil
15
TM
I4
2
1}
6
f�1
17
®
Silty Sand
f l;
�j
�Ij.
Gravel with Peat
20
:III.
16
.GIyG
6
I 'I
23
peat
41
IAI
I�I'
f
Ir,
Poorly -graded Sand with Slit
25
.
4i I
29
10
41:4.
11
®
High Plasticity Clay
•
'I��
Poorly -graded Sand
30
jY544.14
ji4
11
®
Silty Gravelly Send
Clayey Sand
35
_I t
jI
80
.I 'I
II'r
5016.5"'III
23
Possible Fill
x4
f1r
Fill
40
jtI
65
ff Y(
50/6.5,
11
8 Standard Penetration Resistance
it
III
Q
Groundwater at Time of Boring
45
WOH
WOH
{iY
40
5o
38
48
II
WOH
55
60
65
64
60
40
57
91
65
PROJECT: SCALE:
JOB N0:1-04-1403-EA
Wanchese Seafood Industrial Park a a r -
Wanchese, North Carolina FIG NO:2

U.S. Standard Sieve Sizes
a n
410 #20 "0 "0 #100 #200
00
80
70
60
5o
an
20
10
0
10o s s 4 2 10 s 6 ; 2 1 s 6 4 x A--
0.1 6 6 4 2 0.01 8 6 4 2 0.051a 6
Grain Size In Miliirneters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No, EIev.lDegth NNat W.C. L.L P.L. P,I. So it 6 ri i n I c i
on B_2 GRAIN SIZE DISTRIBUTION
2
2-4' Brown Slightly Silty Medium to Fine SAND � ....
1 • - �9
Prolect: Job No.: 1-04-1403-EA
Wanchese Seafood Industrial Paris
1Nanchese, North Carolina Date: 1126105

U.S. Standard Sieve Sizes
ri m
v- `� " #4 #10 920 #40 960 #100 #200
00
40
80
70
fm
117 �4
40
30
20
10
0
140 a 6 4 2 40 a 6 4 2 1 a E 4 2 0,1 e 6 a x 0,01 a s 4 x 0.041 s s
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No. E1evMepth Nat. W.C. L.L. P.L. P.I.ssificatio
S- GRAIN SIZE DISTRIBUTION
8-10' Brown/Gray Medium to Fine SAND
S -
* 1 11
Protect: Job No.. 1-04-�1403-EA
in
Wanchese Seafood Industrial Park
Wanchese, North Carolina Date: 1126105

U.S. Standard Sieve Sizes
"v v co
94 #1a 9-20 #40 960 9100 920fl
iaa
90
S0
i
70
60
§0
4a
30
20
10
0
100 a a 4 2 10 e s 4 2 1 a 6 4 2 0.1 a a 4 s
0.01 a s 4 2 0.0018 B
Grain Size In Millimeters
GRAVEL SAND �F�INESCOARSE FINE COARSEMEDILFM FINE SILT SIZECLAY SIZES
Baring No. Elev.JOepth Nat. W.G. L.L. P.L. P.I. Soil Description or ClassificationB_2 GRAIN SIZE DISTRIBUTION
13-15' 6 Brown Medium to Fine SAND
Pro'ect: Job No.: 1-04-1403-EA
anchese Seafood Industrial Park
Wanchese, North Carolina Date: 1126/05

U.S. Standard Sieve Sixes
l} N [a
#4 410 #20 #40 #50 #100 #200
00
90
BO
70
60
50
4D
30
20
10
0
100 a s 2 10 a 6 4 2 1 E 6 4 2 0.1 a it 4 2
0.01 6 6 4 x 0,0018 6
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No. Elev.Mepth Nat. W-C. L.L. P.L. P.1. Soil OBSCri ti nor ClnsQi#ica io
B-2 GRAIN SIZE DISTRIBUTION
9
28-30' Gray Medium to Fine SAND
• 1 #1
Praiect: j:LO NO.: 1-04-1403-EA
Wanchese Seafood Industrial Park
Wanchese, North Carolina Date: 11261O5

U.S. Standard Sieve Sizes
e! N !e
`y T #4 #10 #20 #40 #60 #100 9200
sfl
ao
70
60
so
40
30
2Q
10
a —1 T
100 a 6 4 2 10 6 6 4 2 1 $ 6 4 2 0.1 6 6 4 2 0,01 8 6 4 2 0.0019 B
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE I SILT SIZES CLAY SIZES
Boring No. EIevJDepth Hat W.C. L.L. P.L. P.I. it o r Classification
B_3 GRAIN 512E DISTRIBUTION
5 8-10, 481u 15.0 3.0 Dark Brawn Silty Medium to Fine SAND
it-
Pro'ect: - - - �............
� Job No.: 1 04 1403 EA
Wanchese Seafood Industrial Park
Walnchese, North Carolina pate: 1/26105

1
30
20
U.S. Standard Sieve Sizes
910 020 #40 #0 9100 #200
4 2 10 a 6 4 2 1 8 6 4 2
0,1
Grain Size In Millimeters
GRAVEL SAND
COARSE I FINE COARSE MEDIUM FINE
2 0.01 a 6 4 2 0, 1E a
FINES
SILT SIZES I CLAY SIZES
Boeing No. E1ev,Mepth Nat W.C_ L.L. P.L. P.I.'Soil DescElption or C Iasslfic!on
B GRAIL SIZE DISTRIBUTION
113-2p' 7 Tart Fine SAND
—
G,4��*Ieclnologie5, Inc.
Project: Job No.: 1-D4_1403 EA Wanchese Seafood Industrial Park
anchese, North Carolina ! Date: 1126105

DEPTH
(FT.)
0.0
0.
6.1
8.1
13A
33.[
43.5
48.0
60.0
TEST BORING RECORD
DESCRIPTION ELEVATION PENETRATION BLOWS PER
(FT.) (BLOWS/FT.) SIX INCHES
n to 2n do 60 100
p Topsoil SM 2222
Possible Fill - Very Loose Tm Slightly Silty Fine to
Medium SAND 2-1-1-1
Gravel w/Organics 2 2 17 Q
Medium Deese Medium SAND Silty Fine to MediuSAND 4-3-7
w/Peat - 4497-I8
Medium Deno to Very Dense Light Gray Fine to SP 1-1-1-1
Medium SAND SM 4_
41, 8 9
fl; 5-15-14-19
41.
I8-19-35-30
Very Dense Light Gmy Fine to Coarse SAND SP .� , SM 31A1-3948
41
II 37-50A5-54
�I.
Very Soft Light Gray Silty CLAY CH WOH-1
Dense Dark Gmy Silty Fine w Coarse SAND - SM
9-16-22-17
17-26-34-24
35-50-20-20
Boring Termwa[ed at 60'
i
Groundwater encountered at 6' at time of boring.
JOBNUMBER I-04-1403-EA
BORING NUMBER B- I
DATE
GeoTechnologies, Inc.
PAGE I OF 1
Groundwater encountered at 6' at time of boring.
JOBNUMBER I-04-1403-EA
BORING NUMBER B- I
DATE
GeoTechnologies, Inc.
PAGE I OF 1

DEPTH
(T•)
0.0
0.
4.
8.
10,
23.1
28.1
43A
4a.c
60.0
TEST BORING RECORD
DESCRIPTION ELEVATION PENETRATION BLOWS PER
(FT.) (BLOWS/FT.) SIX INCHES
0 16 20 40 60 100
2 Topsoil 'MI
Possible Fill - Lowe Tan Slightly Silty Fine to 2-0-5-0
0 hfedinm SAND 4-2-2-3
Black Peat w/Fme m Medium SAND 3-3 3.2 Q
2-2-2-2
Loose Light Tan Slightly Silty Fine to Medium SP .� 1-3-3-5
Loose Tan Slightly Silty Fine to Coarse SAND
sM.G
4-3-3-2
41.
2-3-3-2
4
Very Dense Black Fine m Cors ae SAND w/Shells SP
34-6-7
Very Deese Gray Slightly Silty Fine to Coarse SP .[j 22-25-30-33
SAND SM
I.
41. 2440-50/5.5"
ii 43-50/5.5-
f
Very Soft Light 0my Silty CLAY CH
wox-le-x
Dense to Very Deuce Light Gray Slightly Silty Fine SM 21 25 23 M
to Coarse SAND
20-31-34-39
31-33-24-20
Boring Tenoiomed a 60'
i
Groundwater encountered at 6' at time of boring.
JOBNUMBER 1-04-1403-EA
BORING NUMBER B- 2
DATE
///,.f! GeoTechnologies,Inc.
PAGE 1 OF 1
Groundwater encountered at 6' at time of boring.
JOBNUMBER 1-04-1403-EA
BORING NUMBER B- 2
DATE
///,.f! GeoTechnologies,Inc.
PAGE 1 OF 1

DEPTH
(FT.)
0.0
0.9
10.0
48.0
53.0
60.0
TEST BORING RECORD
DESCRIPTION ELEVATION PENETRATION BLOWS PER
(FT.) (BLOWS/FT.) SIX INCHES
0 10 20 40 60 100
Topsail
e4-6-6
40-18-1642
z-2-2-2
2-2-1-2
93-9-10
10-10A3-12
44-7-12
44.7-10
11-11-12-16
5-6-5-6
32-24-16-10
wox-I&1
24-26-28-30
354"7-49
4
_
Possible Fill-Mediom Dense to Deno Tan Gay
Silty Fine to Medium SAND w/Gravel
Black Peg w/Si ty Fine to Mediuot SAND
Very Loose Oangish im Very Clayey Fine to
Medium SAND
SC
SM
(�
j1
{�
41
41
4.
�1
d�
�I
I
-1.
Diane
Medium De to Dense Light T. SligOy Silty w
Silty Fine to Medium SAND
Very Soft Light Gray Fine Sandy Silty CLAY
CH
Very Dense Gray Silty Fine to Coarse SAND
w/Shells
SM
Boring Instantiated a160'
Groundwater encountered at 9' at time of boring.
JOB NUMBER 1-04-1403-BA
BORING NUMBER B-3
DATE
6S66RW?f
PAGE 1 OF 1

APPENDIX I
USFWS GUIDELINES FOR
AVOIDING IMPACTS TO MANATEES

" United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
4 s. % Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally -listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats,
including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity
extremes. Manatees spend much of their time underwater or partly submerged, making
them difficult to detect even in shallow water. While the manatee's principal stronghold in
the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect manatees in North Carolina, the Service's Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in -water projects which do not require blasting
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act, will expedite the Service's review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving aboul
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water -related activities for the presence
of manatees.
2. The project manager and/or the contractor will advise all construction personnel that

there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallow water during these months. All equipment must be shut down
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediately to the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service's Raleigh Field Office.
7. All vessels associated with the construction project will operate at "no wake/idle" speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom. All vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangled. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520

Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
AT0
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.

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WANCHESE SEAFOOD INDUSTRIAL PARK
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WANCHESE, NORTH CAROLINA
SCO ID NO. 23-26285-01
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VANCHESE
PROJECT
LOCATI N
RODANTHE
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SOUND
HATTERAS
INDEX OF DRAWINGS
INDEX NO.
SHEET NO.
SHEET TITLE
1
G-001
COVER SHEET
2
G-002
GENERAL NOTES & ABBREVIATIONS
3
D-101
DEMOLITION PLAN
4
D-301
DEMOLTION SECTION
5
D-901
DEMOLITION PHOTOGRAPHS
6
S-101
OVERALL SITE PLAN
7
S-301
TYPICAL SECTION
8
S-401
I BULKHEAD - ENLARGED PLAN
LOCATION PLAN
SCALE:NTS
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Sheet N
Reference No.
ISSUED FOR PERMIT
ISSUED:2023-06-05
G-001
NOT TO BE USED FOR CONSTRUCTION
�
INDEX: 1 OF 8 �+
92

GENERAL NOTES:
1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR
REQUIREMENTS IN ADDITION TO GENERAL NOTES.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND OF THE
SPECIFICATIONS.
3. ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION OF STRUCTURAL MATERIAL IS THE
CONTRACTORS RESPONSIBILITY.
4. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS,
TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY AS TO PREVENT DEBRIS
FROM ENTERING THE WATER, AND AIR BORNE MATERIALS FROM LEAVING THE IMMEDIATE
VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY
MATERIALS DEPOSITED OUTSIDE THE WORK AREA.
5. THE CONTRACTOR SHALL REMOVE ANY EXCAVATED AND DREDGED DEBRIS UNSUITABLE FOR
REUSE FROM THE SITE. DISPOSAL OF THIS DEBRIS IS THE RESPONSIBILITY OF THE
CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED OF OFF THE PROJECT SITE IN A PERMITTED
LANDFILL.
6. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE AFFECTED
TENANTS THROUGH THE OWNER'S REPRESENTATIVE.
7. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL CHECK THE DRAWINGS
AGAINST THE SITE OF THE WORK AND NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF
ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN
CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED
BY THE OWNER'S REPRESENTATIVE.
8. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR
SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS
PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, UTILITIES, PEDESTRIANS AND
VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
10. THE CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED BY ANY FEDERAL, STATE, OR LOCAL
DEPARTMENTS, UTILITY COMPANIES, OR JURISDICTION AFFECTED BY THE WORK.
11. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL
ENVIRONMENTAL PROTECTION STANDARDS, PERMITS, LAWS, AND REGULATIONS.
12. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES (IF SHOWN) ON THE STRUCTURAL
DRAWINGS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
UTILITIES. VERIFY DISCREPANCIES WITH THE OWNER'S REPRESENTATIVE.
13. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA'S ONE CALL CENTER AT 811 72 HOURS
PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION TO VERIFY LOCATIONS OF
SUBSTRUCTURE AND UTILITIES PRIOR TO ANY EXCAVATION.
14. EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE AND OTHER MISCELLANEOUS WORK
WHICH IS TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED.
15. CONSTRUCTION LOADS GREATER THAN 50 % OF THE DESIGN LOAD FOR ANY PORTION OF THE
STRUCTURE SHALL NOT BE IMPOSED UNTIL THE CONCRETE CYLINDER STRENGTH FOR THOSE
MEMBERS AND CONNECTING POURS HAVE REACHED 80 % OF THE 28 DAY CONCRETE STRENGTH.
16. COORDINATES AND BEARINGS ARE BASED ON THE NAD 83, NORTH CAROLINA STATE PLANE.
17. SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION PERFORMED MAY
2023 BY:
CAITLIN ENGINEERS AND SCIENTISTS
220 OLD DAIRY ROAD
WILMINGTON, NC 28405
[phone]
18. HORIZONTAL AND VERTICAL SURVEY PERFORMED NOVEMBER 2004 BY:
McKIM & CREED
243 NORTH FRONT STREET
WILMINGTON, NC 28401
[phone]
TIDAL DATUM RELATIONSHIP:
MEAN HIGHER HIGH WATER (MHHW) +1.25
0.09' MEAN HIGH WATER (MHW)+1.16
0,41 MEAN LOWER WATER (MLW) +0.75
0.1' MEAN LOWER LOW WATER (MLLW) +0.65
0.75'
NGVD 0.00
NOTE:
"TIDAL DATUM RELATIONSHIP " PROVIDED ABOVE SERVES ONLY TO PROVIDE
RELATIVE DIFFERENCES BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS
INFORMATION IS NOT INTENDED TO IMPLY TIDAL ELEVATIONS OR TIDAL RANGES.
CONCRETE AND REINFORCING STEEL:
1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301,UNLESS
OTHERWISE NOTED.
2. ALL CONCRETE SHALL BE A NORMAL WEIGHT CONCRETE, EXPOSURE CLASS F3, S3, AND C2.
3. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE
ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
ACI 315 AND ACI SP-66.
4. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. CONCRETE 28 DAY STRENGTH
1. CAST -IN -PLACE CONCRETE ................... 5000 PSI
2. CEMENTIOUS GROUT (UON) ................... 7000 PSI
B. REINFORCING STEEL
1. REINFORCING STEEL AND DOWELS FOR CONCRETE..... ASTM A615, GRADE 60
5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45° CHAMFER, UON.
6. PROVIDE CONCRETE COVER OVER REINFORCEMENT IN ACCORDANCE WITH ACI 318, UON.
7. ALL CONSTRUCTION JOINTS BETWEEN CAST -IN -PLACE CONCRETE AND/OR PRECAST CONCRETE
SHALL BE BONDED WITH BONDING AGENT AND BE CLEANED WITH A ROUGHENED SURFACE OF
1 /4" AMPLITUDE.
8. PROVIDE A BROOM FINISH ON ALL WALKING SURFACES.
9. ALL REINFORCING BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 318, UON.
SPLICINGS SHALL OCCUR @ 1/3 POINTS OF THE SPAN PER ACI 318.
10. WET CURE CONCRETE CAP ON TOP OF BULKHEAD FOR A MINIMUM OF 7-DAYS, SEE
SPECIFICATIONS FOR REQUIREMENTS.
11. ALL CONCRETE SHALL INCLUDE TYPE III MICRO -SYNTHETIC FIBERS IN ACCORDANCE WITH ASTM
C1116/C1116M AT A DOSAGE RATE OF 0.5 TO 1.5 LBS/YD3 BASED ON MANUFACTURER'S
RECOMMENDED DOSAGE RATE. FIBERS SHALL BE MASTERFIBER@ M100 BY BASF, PSI
FIBERSTRAND F BY EUCLID CHEMICAL, SIKAFIBER@ PPM 150 BY SIKA, OR APPROVED EQUAL.
FIBERS SHALL BE ADDED AT THE BATCH PLANT AND UNIFORMLY DISPERSED IN CONCRETE
MIXTURE AS RECOMMENDED BY THE MANUFACTURER.
STRUCTURAL AND MISCELLANEOUS STEEL:
1. ALL STEELWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR
THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
2. ALL WELDING SHALL CONFORM TO AWS D1.1.
3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UON:
A. STRUCTURAL CARBON STEEL ....................ASTM A572, GRADE 50, GALV
B. MISC PLATES, BARS, AND SHAPES ............... ASTM A572, GRADE 50, GALV B
C. HIGH STRENGTH BOLTS AND NUTS ............... ASTM F3125, GRADE A325 OR A449, GALV
D. CAST STEEL CLEATS AND BOLLARDS ............. ASTM A27 , GRADE 65-35, COATED
4. ALL STEEL SHAPES, PLATES, OTHER FABRICATIONS, AND ALL HARDWARE SHALL BE
ZINC -COATED OR GALVANIZED BY THE HOT -DIP PROCESS IN ACCORDANCE WITH THE
REQUIREMENTS OF ASTM A123 AND F2329, AS APPLICABLE, AFTER FABRICATION, UNLESS
OTHERWISE INDICATED.
5. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE
PAINT, COLD GALVANIZED COMPOUNDS OR APPROVED EQUAL CONFORMING TO THE
REQUIREMENTS OF ASTM A780. IN ADDITION, ALL EXPOSED THREADED SURFACES SHALL BE
PAINTED WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF THE NUT.
6. EXPOSED AREAS OF ALL CLEATS SHALL BE PAINTED IN ACCORDANCE WITH THE
SPECIFICATIONS.
7. MOORING CLEATS SHALL BE BLAST CLEANED PER SSPC SP6 AND PAINTED WITH A PRIME COAT
OF ACRYLIC PAINT AND A TOP COAT OF ACRYLIC GLASS ENAMEL. PRIME COAT SHALL BE APPLIED
AT 2.0 TO 3.0 MIL DRY FILM THICKNESS. TOP COAT SHALL BE APPLIED AT 1.5 TO 2.0 MIL DRY FILM
THICKNESS. TOP COAT SHALL BE "SAFETY YELLOW" AND PRIME COAT SHALL BE TINTED TO
PROVIDE A DIFFERENT COLOR THAN THE TOP COAT.
DESIGN CRITERIA:
1. GRAVITY LOADS:
A. UNIFORM DISRIBUTED LIVE LOAD ................. 200 PSF
2. SEISMIC DESIGN
A. RISK CATEGORY II, le = 1.0
B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS
Ss = 0.06g
S, = 0.04g
C. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS
Sos = 0.068g
SDI = 0.058g
D. SITE CLASS = D
E. PGAM=0.05g
3. MOORING HARDWARE CAPACITY 4.
A. CLEAT LOAD ....................................... 10 TONS
4. CODES & REFERENCES:
A. ACI 318 (AMERICAN CONCRETE INSTITUTE - 2014)
B. AISC 14th EDITION (AMERICAN INSTITUTE OF STEEL CONSTRUCTION)
C. ASCE-7 (AMERICAN SOCIETY OF CIVIL ENGINEERS - 2016)
D. AWS-D1.1 (AMERICAN WELDING SOCIETY)
E. 2018 NORTH CAROLINA STATE BUILDING CODE
SHEET PILES:
1. STEEL SHEET PILING SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATIONS INDICATED ON THE PLANS
USING A HAMMER OF AN APPROVED TYPE, WITH A CAPACITY AT LEAST EQUAL TO THE HAMMER
MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF PILE AND CHARACTER OF
SUBSURFACE MATERIAL TO BE ENCOUNTERED.
2. SPUDDING AND/OR JETTING OF STEEL SHEET PILES WILL NOT BE ALLOWED.
3. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO
WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS.
4. STEEL SHEET PILES SHALL CONSIST OF HEAVY GAUGE HOT -ROLLED SECTIONS WITH FULL
INTERLOCKING SHEETS CONFORMING TO THE FOLLOWING PROPERTIES:
A. STEEL SHEET PILES....................................................ASTM A572, GRADE 60, COATED
B. NZ-26 SHEET PILES:
1. SECTION MODULUS...............................................48.5 CUBIC INCHES PER FOOT OF WALL
2. WEB THICKNESS....................................................0.500 IN MIN
3. FLANGE THICKNESS..............................................0.500 IN MIN
5. COAT STEEL IN ACCORDANCE WITH THE SPECIFICATIONS.
6. CONTRACTOR SHALL VERIFY COORDINATES & GEOMETRY PRIOR TO ORDERING STEEL SHEET PILES.
1 ITII ITICC-
1. THE CONTRACTOR IS TO LOCATE, PROTECT AND IDENTIFY ALL UNDERGROUND AND
OVERHEAD UTILITIES AND SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF UTILITIES, SHOWN AND
NOT SHOWN. ALL REPAIRS OR RELOCATIONS NECESSARY WILL BE MADE AS REQUIRED BY
THE OWNER OF THE UTILITIES OR STRUCTURES. THE COST OF SUCH REPAIRS OR
RELOCATIONS NECESSARY SHALL BE BORNE BY THE CONTRACTOR.
ACI
AISC
ANSI
APPROX
ASTM
AWS
CD
CIP
CL
CLR
CONC
DEG.
DEMO
DWG
DWT
EA
EL
EMB.
EXIST.
EJ
FOUND
FT
GALV
GR
K
KIP
KSI
LBS
LOA
LR
MAT'L
MAX
MD
MHW
MIN
MISC
MLLW
MLW
MPH
NAD
NAVD
ABBREVIATIONS
AMERICAN CONCRETE INSTITUTE
NGS
NATIONAL GEODETIC SURVEY
AMERICAN INSTITUTE OF STEEL
NGVD
NATIONAL GEODETIC VERTICAL DATUM
CONSTRUCTION
NOS
NATIONAL OCEAN SURVEY
AMERICAN NATIONAL STANDARDS
NO.
NUMBER
INSTITUTE
NTS
NOT TO SCALE
APPROXIMATE
O.C.
ON CENTER
AMERICAN SOCIETY FOR TESTING
PCF
POUNDS PER CUBIC FOOT
MATERIALS
PSI
POUND PER SQUARE INCH
AMERICAN WELDING SOCIETY
PSF
POUNDS PER SQUARE FOOT
CROSS MACHINE DIRECTION
PVC
POLYVINYL CHLORIDE
CAST IN PLACE
R/F
REINFORCED
CENTERLINE
REQ'D
REQUIRED
CLEAR
SCH
SCHEDULE
CONCRETE
SEC
SECOND
DEGREES
SF
SQUARE FOOT
DEMOLITION
SHT
SHEET
DRAWING
SS
STAINLESS STEEL
DEAD WEIGHT TON
SSP
STEEL SHEET PILE
EACH
STA.
STATION
ELEVATION
STD
STANDARD
EMBEDMENT
STL
STEEL
EXISTING
SY
SQUARE YARD
EXPANSION JOINT
T
TON
FOUNDATION
TBD
TO BE DETERMINED
FEET
THK
THICK
GALVANIZED
TOC
TOP OF CONCRETE
GRADE
TOS
TOP OF STEEL
KIP
TYP
TYPICAL
1000 POUNDS
LION
UNLESS OTHERWISE NOTED
1000 POUNDS PER SQUARE INCH
UTM
UNIVERSAL TRANSVERSE MERCATOR
POUNDS
USC & GS
US COASTAL AND GEODETIC SURVEY
LENGTH OVERALL
W/
WITH
LONG RADIUS
WP
WORKING POINT
MATERIAL
WT
WEIGHT
MAXIMUM
SECONDS OR INCH
MACHINE DIRECTION
MINUTES OR FEET
MEAN HIGH WATER
#
NUMBER OR POUNDS
MINIMUM
&
AND
MISCELLANEOUS
@
AT
MEAN LOWER LOW WATER
0
DIAMETER
MEAN LOW WATER
DEGREES
MILES PER HOUR
P
PLATE
NORTH AMERICAN DATUM
%
PERCENT
NORTH AMERICAN VERTICAL DATUM
NUMBER INDICATES73D!3c
LETTER INDICATES SECTION
ADDITIONAL SHEET
WHERE REFERENCED
SHEET NUMBER WHERE
DETAIL OR SECTION
IS DRAWN OR TAKEN
ELEVATION, SECTION AND DETAIL SYMBOL
E
Le
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Y N
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Sheet
ISSUED FOR PERMIT
Reference No.
ISSUED:2023-06-05
G-002
NOT TO BE USED FOR CONSTRUCTION
6
INDEX: 2 OF 8 �+
92

EXIST. BULKHEAD
TO REMAIN
EXIST. GUIDE
PILES TO REMAIN
REMOVE & RELOCATE
FUEL STATION
EXIST. TIMBER
RETAINING WALL
TO REMAIN
I F,
TEMPORARILY
RELOCATE I '
FLOATING DOCK
I � /
I
I
� I
\�L
O
1
1 �
1
i
\
O'NEAL'S INC. BUILDING
DEMOLISH CONC SLAB
TEMPORARILY DEMOLISH TEMPORARILY SUPPORT
SUPPORT AIR COOLER CONC RAMP ELEVATED ICE MACHINE
PLATFORM
_ D-901
\ DEMOLISH SECTION DEMOLISH CONC DECK
OF TIMBER DOCK TO _ _ _ DEMOLISH TIMBER
FIRST PILE BENT DOCK IN ITS ENTIRETY
- — _
DEMOLISH TIMBER
i CURB, TYP
- - -
I 139'-8"t
---0
DEMOLISH FENDER PILE
IN ITS ENTIRETY, TYP
DEMOLISH CLEAT, TYP
- DEMOLISH PORTION OF
EXISTING CONC CAP
1 li
--
`-------
------
��-7)
---------
- - - - - - - -
- - - - - - - - -
BASIN ��
��
EXIST. CONTOUR, TYP
EXIST. TIMBER FINGER
PIER TO REMAIN
\
%
EXIST. CONC
PIER TO REMAIN
0 �v
Cone. Pier
I �
EXIST. BULKHEAD
TO REMAIN
\
\
I
I
I
I
I
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I
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I
I
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I
I
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EXISTING FEATURES LEGEND
--5- MAJOR CONTOUR
----b---- MINOR CONTOUR
IF BUILDING FOOTPRINT
TIMBER CURB
® 15-INCH CLEAT
Y N
aZ
W
Q::iw _ QZQ
O O J
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OrczN 0
CW R Z H
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2
10, 0' 10, 20'
p
SEAL Q
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SCALE: 1 "=10'
Sheet N
ISSUED FOR PERMIT
Reference No.
ISSUED:2023-06-05
D-101
NOT TO BE USED FOR CONSTRUCTION
INDEX: 3 OF 8
C

5'-0"
REMOVE EXIST. CONC
SAWCUT
SLAB & GRADE BEAM
O
EXIST. CONC SLAB &
2 REMOVE EXIST.
GRADE BEAM TO REMAIN
Y a� CONC CAP
z�
I
EXIST. TIMBER I
RETAINING
TO REMAIN III ®®
I'l11,111
REMOVE EXIST.
TIMBER EDGE BEAM
REMOVE EXIST. 6x14
TIMBER STRINGER, TYP
REMOVE EXIST. REMOVE STEEL
CONC DECK PLATE, TIMBER
BENT CAP & BOLTS
o o
CUT TIMBER PILE @
EL 1.85, TYP
EXIST. GRADE
II lil—_
— = EXIST.12"0 TIMBER
—= = PILE TO REMAIN, TYP
'=1 111 I
15'-0"t
B2 DEMOLITION SECTION
D-101 SCALE: 1/2"=1'-0"
pi
REMOVE EXIST.
TIMBER FENDER, TYP
REMOVE EXIST.
TIMBER CURB
EL 4.85
— REMOVE EXIST.
TIMBER FASCIA
REMOVE EXIST. TIMBER
2x10 BENT CAP
EL 1.85
7MHW 1.161.16
-�MLW 0.750.75
2'-0„ 0'-0.. 2'-0" 4'-0"
C
B
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2

TEMPORARILY SUPPORT
ELEVATED ICE MACHINE
DEMOLISH FENDER FUEL STATION TO BE PLATFORM
PILES IN ITS RELOCATED BY OTHERS DEMOLISH FENDER PILES
ENTIRETY, TYP
ti IN ITS ENTIRETY, TYP
DEMOLISH CONC SLAB
DEMOLISH FENDER PILES
t
�- DEMOLISH CONC CAP _ IN ITS ENTIRETY, TYP
OF RETAINING WALL
DEMOLISH # `� iP) =
TIMBER FASCIA DEMOLISH CONC DECK
EXIST TIMBER _ - EMOVFUELSOCATE ST�1
R_
DEMOLISH j WALLTO REMAIN DEMOLISH RAMP _ � DEMOLISH TIMBER
TIMBER �- - - ' r
CURB, TYP STAIRCASE
�I� • If DEMOLISH CONC CAP
DEMOLISH TIMBER
D- DEMOLISH
� CONC DECK CURB, TYP DEMOLISH CONC SLAB � D x
¢ W
r DEMOLISH a a w a
CONC DECK _- a z w
` DEMOLISH ` s- o ,��, O
DEMOLISH DEMOLISH TIMBER FASCIA o w z N 2
CLEAT, TYP a.
RAMP _ _ --- " -� -=i oo z is z
Z
W m W C O
yxQ0wz,H
N O 3 y J
O3a O
C1 DEMOLITION PHOTOGRAPH C3 DEMOLITION PHOTOGRAPH C5 DEMOLITION PHOTOGRAPH 3 o e
D-901 SCALE:NTS D-101 SCALE: NTS D-101 SCALE:NTS
DEMOLISH
CONC DECK
x
DEMOLISH FENDER PILES
IN ITS ENTIRETY, TYP
AV
DEMOLISH TIMBER FASCIA
Al DEMOLITION PHOTOGRAPH
D-101 SCALE:NTS
DEMOLISH SECTION
OF TIMBER DOCK TO
FIRST PILE BENT
DEMOLISH FENDER PILES
IN ITS ENTIRETY, TYP -
A3 DEMOLITION PHOTOGRAPH
D-101 SCALE: NTS
wn DEMOLISH-j_w
CONC DECK
i
TEMPORARILY SUPPORT ELEVATED
ICE MACHINE PLATFORM
DEMOLISH FENDER PILES
IN ITS ENTIRETY, TYP
DEMOLISH DEMOLISH
STEEL PLATE TIMBER CAP
DEMOLISH TIMBER
STRINGER, TYP
- TEMPORARILY RELOCATE~
FLOATING DOCK
C
a
0
0
Na
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Y
r a
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rcN�z
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t
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2
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A5 DEMOLITION PHOTOGRAPH
SEAL
D-101 SCALE:NTS
Sheet N
ISSUED FOR PERMIT
Reference No.
ISSUED:2023-06-05
D-901
NOT TO BE USED FOR CONSTRUCTION
INDEX: 5 OF 8
5 6

NOTES:
1. CONTRACTOR SHALL VERIFY
COORDINATES & GEOMETRY PRIOR
TO ORDERING STEEL SHEET PILES.
2. FOR SHEET PILE BULKHEAD PLAN, E
SEE S-401.
LEGEND
O'NEAL'S INC. BUILDING 5 MAJOR CONTOUR
❑----6---- MINOR CONTOUR
N: 779565.51 = BUILDING FOOTPRINT
CONC RETAINING CONC SLAB
E: 3000712.27 WALL, TYP ELEVATED ICE MACHINE 15-INCH CLEAT
CONC RAMP PLATFORM (ABOVE)
I � WORKPOINT
--------------
.� EL 7.65±
I I � SLOPE
6 p
I.-
I I I I I 1 I
EXIST. ----- EXISTING
FLOATING BULKHEAD
I
DOCK � EL 5.0± CONC CURB I i
N:779549.66 / ® L — — — — — —I i
E:3000724.60
I TIMBER PIER ' _ CONC SLAB TIMBER
Imo' EXTENSION '--- i
FENDER SSP BULKHEAD AlI
I I I I � _
SYSTEM W/ CONC CAP FACE C _
s-301 CONC CAP
(-6) N:779641.48 I I
/ — — 144'-6 1/2"± — — — — — — , \ CLEAT, TYP E: 3000842.63
L — — — — — — — I
\ C
------
i---------------
� � I
�� �� EXISTING
BASIN CONTOUR, TYP
EXISTING TIMBER
\ FINGER PIER \ \\
O 0
O (-12)
I I
\ �) EXISTING CONC PIER
/ O O v Cone. Pier
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Y N
aZ
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000
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N U 3 N 7
as
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3
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w ia
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8 i
o
t
IrF
05
o
E
10, 0' 10, 20'
p
SEAL Q
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SCALE: 1 "=10'
Sheet N
ISSUED FOR PERMIT
Reference No.
ISSUED:2023-06-05
S-101
NOT TO BE USED FOR CONSTRUCTION
INDEX: 6 OF 8
C

EXIST. CONC SLAB
Al TYPICAL SECTION
S-101 SCALE: 1/2"=1'-0"
v1UDLINE
a
0
h a
a
x a
20
rc Nei
Nz y
z"z.
o���
I�
LL o
o
t
U
C
Q5
AM o
O
E
2'-0" 0'-0" 2'-0" 4'-0"
l SEAL J Q
U
SCALE: 1/2"=1'-0"
Sheet N
ISSUED FOR PERMIT
Reference No.
ISSUED:2023-06-05
S-301
NOT TO BE USED FOR CONSTRUCTION
INDEX: 7 OF 8
C

I
I
I
E
I
I
—
CONC SLAB LIMITS OF EXIST. PIER
FREEZER TO BE REMOVED
N:779565.51
E: 3000712.27
SEAFOOD
CONNECT BULKHEADI
TO EXIST. BULKHEAD
I
L —
W
SSP BULKHEAD FACE OF CONC CAP
N: 779549.66 TIMBER PIER - — — _ _ _ _ _ _ _ — — — — — — — — — - E: 3000842.63
E:3000724.60 - \ EXTENSION
(-6)
NOTES:
1. CONTRACTOR SHALL VERIFY COORDINATES &
GEOMETRY PRIOR TO ORDERING STEEL SHEET PILES
2. EXISTING PIER TO REMAIN IN OPERATION DURING
INSTALLATION OF BULKHEAD.
5
MAJOR CONTOUR
---6----
MINOR CONTOUR
BUILDING FOOTPRINT
L______J
LIMITS OF EXIST. PIER
15-INCH CLEAT
f \_
STEEL SHEET PILE
WORKPOINT
E
0
144'-6 1 /2"± 5'-0"t
\\-----------_ C
BULKHEAD - ENLARGED PLAN
SCALE: 3/16"=1'-0"
E
N QZQ
a Z. J
W d
Q 0
�¢ON W
U
0000 Z
ozm W
aw¢o
www- 0
W = G U Q
Nv3N W
xWZ4=
ci3n Y
J
3 � m
e
3
0
a -
a
u
Y
w
as
dz
°zv
Z(�mU
LL
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<
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c
� c
o
`o
E
a
y
2
0'-0" 4'_0" 8'-0" p
sen� Q
SCALE: 3/16"=1'-0"
h
Sheet N
ISSUED FOR PERMIT Reference No.
ISSUED:2023-06-05 S-401
NOT TO BE USED FOR CONSTRUCTION O
INDEX: 8 OF 8 �+
6