86-18 MM 2022 Town of Carolina Beach

Permit Class
MODIFICATION/MAJOR
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
3perm it
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
86-18
Issued to Town of Carolina Beach,1121 N. Lake Park Blvd., Carolina Beach, NC 28428
Authorizing development in New Hanover County at A. to the Carolina Beach Yacht Basin, at
100 Carl Winner Dr., in Carolina Beach , as requested in the permittee's application dtd 4/20/21(MP-1),
10/13/21(MP-2) and 5/3/21 (MP-3 4) inel att workplan drawings (16) as referenced in Condition No. 1 below.
This permit, issued on February 24, 2022 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless. specifically altered herein, -all development shall be carried out in accordance with the
attached workplan drawings (16), CO, Cl, C2, C3.0, C4, C5, S1.0, S1.1, S2.0, S3.0, S4.0, S5.0, S6.0
all dated "Revised 2/3/21" and Sheets 2-3 of 4 both dated "Received MP Section MHD 2/17/22 and
Sheet 4 of 4 dated "Received MP Section 10/14/21".
Shoreline Stabilization — Bulkhead and Stormwater Outfall Extension within Urban Waterfront
2) The bulkhead shall be constructed in accordance with the alignment depicted on the attached
workplan drawings.
3) No open water shall be fi lied, even temporarily, outside of the approved bulkheadalignment.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires finther Division approval.
All work must cease when the permit expires on
December 31, 2025
in issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Petmittee

Town of Carolina Beach Permit No. 86-18
Page 2 of 5
ADDMONAL CONDMONS
4) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
5) The bulkhead shall be constructed prior to any backfilling activities.
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
7) The fill material shall be clean and free of any pollutants except in trace quantities.
8) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead.
9) No backfill material is to be placed within 30 feet of the mean high-water level, except that which will
be used to backfill the area behind the permitted bulkhead.
10) This permit authorizes the stormwater pipe extension through the authorized bulkhead, all as specifically
.. and expressly set forth in the attached narrative and workplan drawings.
Marina Expansion and Reconfiguration
11) This permit authorizes only the docks, piers, tie pilings and other structures and uses located in or over
the water that are expressly and specifically set forth in the permit application. No other structure,
whether Boating or statiomy, shall become a permanent part of this marina expansion without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
12) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharged at the marina shall be considered a violation of this permit for which
existence.of the permitted structure.
13) This permit authorizes a maximum of 34 formalized boat slips located as shown on the drawing labeled
S1.0.
14) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on -site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.
15) The marina shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
16) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
17) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.

Town of Carolina Beach
ADDITIONAL CONDITIONS
Permit No. 86-18
Page 3 of 5
18) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the, public
interest.
Excavation
19) A turbidity curtain shall be left between the area to be excavated and the existing water body and a 24-
hour period after completion of excavation shall elapse prior to silt screen removal to prevent
unnecessary siltation into the adjacent water body.
20) No excavation shall take place outside of the area indicated on the workplan drawings.
21) Excavation shall not exceed -6 feet with -2 feet over dredge allowance, all below the mean low water
level. In no case shall the depth of excavation exceed the depth of connecting waters.
22) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
23) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding
waters.
24) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters
and wetlands from fuels lubdcants_hydraulk flui_dsz_or_other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the pemuttee shall immediately report it to the National
Response Center at .[phone] and provisions of the North Carolina Oil Pollution and. Hazardous
Dredee Material Disposal
25) No dredge material shall be placed within 30 feet of the mean high-water line....
26) All excavated materials shall be confined above mean high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters. The barriers shall be maintained and functional until the
site is graded and stabilized.
27) The dredge material disposal area shall be inspected and approved by a representative of the Division of
Coastal Management prior to the commencement of any dredging activities.
28) The permittee and/or their contractor shall take all necessary precautions to ensure that the dredge
material is properly contained during transport to the disposal site, and that all the proper coordination
has taken place with the local or state governments to ensure that any damage to public streets caused by
transport of the dredge material has been addressed.

Town of Carolina Beach
ADDITIONAL CONDITIONS
Maintenance Clause
Permit No. 86-18
Page 4 of 5
29) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
anymaintenance excavation work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for dredge material disposal, and the estimated amount of material to be removed.
The location, design and holding capacity of the dredge material disposal site shall be approved
by a representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Unland Development
30) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the road replacement,
boardwalk and building, and other associated infrastructure, all as expressly and specifically set forth in
the attached permit application and workplan drawings.
Sedimentation and Erosion Control
31) In order to protect water -quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
32) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that -eroded materials do not enter adjacent wetlands, watercourses or properties. _. _
33) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
General
34) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
35) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
36) In order to ensure compliance with the conditions of this Permit, the permittee and his contractor shall
schedule a pre -construction conference with the Division of Coastal Management prior to the initiation
of any dredging or mobilization activities.

Town of Carolina Beach
ADDPI'IONAL CONDITIONS
Permit No. 86-18
Page 5 of 5
37) This Major Modification shall. be attached to Permit No. 86-18, which was issued to the permittee on
8/10/18, as well as all subsequent modifications, refinements, and renewals, and copies of all documents
shall be readily available on site when a Division representative inspects the project for compliance.
38) All conditions and stipulations of the active permit remain in force, under this Major Modification,
unless specifically altered herein.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to any authorizations
from the U.S. Army Corps of Engineers.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way. of General Water
Quality Certification 4175 and assigned the project DWR Project No. 1989-0051 v4.
NOTE: Future development of the permittee's property may.require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the mean high-water level.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DIVISION OF COASTAL MANAGEMENT
Type: (Check all that apply)
New Major Mod
Permit Coordinator:
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 284034343
March 21, 2022
Regulatory Division
Action ID No. SAW 2021-01556
Town of Carolina Beach
Attn: Bruce Oakley
1121 N. Lake Park Blvd.
Carolina Beach, NC 28428
Dear Mr. Oakley:
MAR 2 3 2022
Reference your application for a Department of the Army permit to reconfigure the
southern and eastem side of the old docking facility with new floating docks, finger piers and
fixed platforms for a total of 22 formalized slips on the southern and eastern side with 3 transient
slips on the western side. The marina will have a total of 34 boat slips. Furthermore, timber sheet
pile retaining walls will be replaced on the southern and eastern sides of the marina with new
anchored steel sheet pile retaining walls approximately 3 feet outboard of the existing walls.
Finally, the proposal is to conduct dredging on the southern and eastern portions of the marina
basin.
West Side
• Replace one of the existing, permitted, slips with a floating kayak launch.
• Permit three (3) transient / day slips to be located in the southwest corner of the boat basin
at slips 10-W thin 12-W.
South Side
• Replace 260 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately 3' outboard of the existing wall. This will tie
into the existing steel sheet pile wall in the southwest comer of the marina.
• A 180 feet long floating dock ranging in width from 6 feet to 15 feet running parallel to
and just outside of and abutting the retaining wall.
• Provide a layout for four (4) commercial slips and four (4) transient slips designated as
slips 1-S thru-8-S by adding 6 floating finger docks or piers.
• Provide midship breasting and spring line piles for each slip. All new piles will be outside
of the USACE setback line. Four (4) existing piles are located within the setback line and
will remain in place and will continue to be used as spring piles.

RECOVEED
MAR 2 3 2022
East Side
sma r~ EON &ARD
• Replace 421 linear feet of timber sheet pile retaining wall with new anchoref steesheet pile
retaining wall located approximately 3' outboard of the existing wall.
• A floating dock running parallel to the eastern bulkhead measuring 332 ft. long and ranging in
width from 8 ft. to 16 ft. wide.
• Seven (7) floating finger piers, ranging in length from 20 feet to 38 feet and all 6 feet in
width, will be located perpendicular to the above floating dock and will create slips 1E
through14 E.
• The southernmost access platform is a proposed to replace an existing 400 SF observation
platform. The new platform will be of the same footprint and will have ADA viewing stations
to provide westward and southern views of the marina.
• Provide spring line and midship breasting piles for each slip. All piles will be outside of the
USACE setback line.
Basin Dredeine
Dredging will occur along the southern and eastern slip areas comprising 35,288 square
feet with 6,095 cubic yard of sediment to be removed. Dredging along the southern side will
measure approximately 190 feet long by 85 feet wide and approximately 300 feet long by 100
feet wide along the eastern side. The proposal is to dredge to a maximum depth of approximately
-11 feet NAVD88. The proposal is to excavate the southern and eastern portion of the existing
marina basin with either long reach excavation, bucket to barge or hydraulic methodology,
including areas within the Federally maintained channel. The southern and eastern sides of the
basin located adjacent to the bulkhead would be dredged via a long -reach excavator. The
remaining proposed excavation will be done either hydraulically or with bucket to barge
methodology. A dredged material disposal area has not currently been identified.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process, via Programmatic General Permit
291 (copy attached), for construction activities that receive authorization from the State of North
Carolina. Therefore, you may commence construction activity in strict accordance with the
applicable State authorization, attached Federal special conditions, PGP-291 conditions and the
approved plan. Failure to comply with the State authorization or conditions of the Federal permit
could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the Army permit will expire on December 31, 2026.

-3-
Questions or comments may be addressed to Greg Currey, Wilmington Field Office,
Regulatory Branch, telephone [phone] or email [e-mail].
Sincerely,
G re
gory Digitally signed by
�, Gregory Currey
Currey Date: 2022.03.21
i,' 17:14:14-"00'
Greg Currey, Project Manager
Wilmington Regulatory Field Office
Enclosures:
Plans
CAMA permit
Manatee Guidelines
GP 291 conditions
Electronic Copies Furnished (with enclosures):
Mr. Mark Weiss (Ardurra Group North Carolina))
Electronic Copy Furnished (without enclosures):
NOAA/NMFS; Mr. Fritz Rhode/Ms. Twyla Cheatwood
NOAA/NMFS; Dr. Pace Wilber
NCDEQ/DCM; Mr. Jonathan Howell
NCDEQ/DCM; Ms. Tara McPherson
NCDEQ/DWR; Ms. Holley Snider
NCDEQ/DCM; Mr. Gregg Bodnar
NCDEQ/DCM; Mr. Cameron Luck
NCDEQ/DCM; Mr. Bryan Hall
NCDEQ/DWR; Mr. Paul Wojoski
USFWS; Mr. Pete Benjamin/Mrs. Kathy Matthews
USEPA; Mr. Todd Allen Bowers
USCG; BOSN3 Mr. Paul Bertram
R. LCE2MED
MAR 2 3 2022
2'L? p �.,

-2-
RECEIVED
MAR 2 3 2022
Special Conditions POP SECTION MHD
1. All work authorized by this permit must be performed in strict compliance with the
submitted plans dated October 29, 2021, December 22, 2021 and November 6, 2020,
which are a part of this permit. Any modification to these plans must be approved by the
US Army Corps of Engineers (USACE) prior to implementation.
2. Dredging may not occur for this project until a dredged material disposal area has been
identified and approval for this site is received from the Corps of Engineers.
3. Except as authorized by this permit or any USACE approved modification to this permit,
no dredge, fill, or mechanized land -clearing activities shall take place at any time in the
construction or maintenance of this project within waters outside the designated permitted
boundary. This permit does not authorize temporary, placement or double handling of
excavated or fill material within waters outside the permitted area.
4. Work in wetlands is prohibited during the dredging, material disposal, or any other aspects
of work associated with this project. All dredged material must be deposited on high
ground.
5. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other
toxic materials. In the event of a spill of petroleum products or any other hazardous waste,
the permittee shall immediately report it to the N.C. Division of Water Resources at (919)
733-5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act will be followed.
6. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this permit. A copy of this permit, including all
conditions, shall be available at the project site during construction and maintenance of
this project.
The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt
fencing or similar appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed areas.
Additionally, the project must remain in full compliance with all aspects of the
Sedimentation Pollution Control Act of 1973.

-3-
8. The activity must be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such
that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout
waters by the North Carolina Division of Environmental Management (NCDEM), 25
NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less
in trout waters, are not considered significant.
9. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
permittee must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
htti)://www.fws.gov/nc-es/mammal/manatee auidelines.pdf.
10. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington
District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of
the violation.
SE
MAR 2 3 2022
'� °E T1

Peilnit Class
MODIFICATION/MAJOR
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vtrmit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
86-18
Issued to Town of Carolina Beach,1121 N. Lake Park Blvd., Carolina Beach, NC 28428
Authorizing development in New Hanover County at adi to the Carolina Beach Yacht Basin, at
100 Carl Winner Dr., in CarolinaBeach, as requested in the permittee's application dtd 4/20/21 (MP-1),
10/13/21(MP-2) and 5/3/21 (MP-3 4) incl aft workplan drawings (16) as referenced in Condition No. 1 below.
This permit, issued on February 24, 2022 is subject to compliance with .the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
of these terms may be subiect to fines, imprisonment or civil action, or may cause the permit to be null and void.
1) Unless. specifically altered herein, all development shall be carried out in accordance with the
attached workplan drawings. (16), CO, Cl, C2, C3.0, C4, C5, S1.0, S1.1, S2.0, S3.0, S4.0, S5.0, S6.0
all dated "Revised 2/3/21" and Sheets 2-3 of 4 both dated "Received MP Section MHD 2/17/22 and
Sheet 4 of 4 dated "Received MP Section 10/14/21".
Shoreline Stabilization — Bulkhead and Stormwater Outfall Extension within Urban Waterfront
2) The bulkhead shall be constructed in accordance with the alignment depicted on the attached
workplan drawings.
3) No open water shall be filled, even temporarily, outside of the approved bulkheadalignment.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -she to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2025
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
d Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.

Town of Carolina Beach Permit No. 86-18
Page 2 of 5
ADDITIONAL CONDMONS
4) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
5) The bulkhead shall be constructed prior to any backfilling activities,
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
'n The fill material shall be clean and free of any pollutants except in trace quantities.
8) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead.
9) No backfill material is to be placed within 30 feet of the mean high-water level, except that which will
be used to backfill the area behind the permitted bulkhead.
10) This permit authorizes the stormwater pipe extension through the authorized bulkhead, all as specifically
and expressly set forth in the attached narrative and workplan drawings.
Marina Expansion and Reconfiguration
11) This permit authorizes only the docks, piers, tie pilings and other structures and uses located in or over
the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this marina expansion without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
12) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharged at the marina shall be considered a violation of this permit for which
existence.of the permitted structure.
13) This permit authorizes a maximum of34 formalized boat slips located as shown on the drawing labeled
S1.0.
14) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on -site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.
15) The marina shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
16) No attempt shall be made by the pemuttee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
17) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.

Town of Carolina Beach
ADDITIONAL CONDITIONS
Permit No. 86-18
Page 3 of 5
18) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the. public
interest.
Excavation
19) A turbidity curtain shall be left between the area to be excavated and the existing water body and a 24-
hour period after completion. of excavation shall elapse prior to silt screen removal to prevent
unnecessary siltation into the adjacent water body.
20) No excavation shall take place outside of the area indicated on the workplan drawings.
21) Excavation shall not exceed -6 feet with -2 feet over dredge allowance, all below the mean low water
level. In no case shall the depth of excavation exceed the depth of connecting waters.
22) The temporary placement or double handling of excavated or ffi1 materials within waters or vegetated
wetlands is not authorized.
23) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding
waters.
24) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters
and wetlands from fuels. lubricants. hvdraulic fluids. or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the permittee shall immediately report it to the National
......Response Center at [phone] and provisions of the North Carolina Oil Pollution and. Hazardous
Dredge Material Disposal
25) Nodredge material shall be placed within 30 feet of the mean high-water line....
26) All excavated materials shall be confined above.mean high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters. The barriers shall be maintained and functional until the
site is graded and stabilized.
27) The dredge material disposal area shall be inspected and approved by a representative of the Division*of
Coastal Management prior to the commencement of any dredging activities.
28) The permittee and/or their contractor shall take all necessary precautions to ensure that the dredge
material is properly contained during transport to the disposal site, and that all the proper coordination
has taken place with the local or state governments to ensure that any damage to public streets caused by
transport of the dredge material has been addressed.

Town of Carolina Beach
ADDITIONAL CONDITIONS
Maintenance Clause
Permit No. 86-18
Page 4 of 5
29) The Division of Coastal Management shall be notified in writing at least -two (2) weeks in advance of
any.maintenance excavation work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for dredge material disposal, and the estimated amount of material to be removed.
The location, design and holding capacity of the dredge material disposal site shall be approved
by a representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Upland Development
30) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the road replacement,
boardwalk and building, and other associated infrastructure, all as expressly and specifically set forth in
the attached permit application and workplan drawings.
Sedimentation and Erosion Control
31) In order to protect waterquality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
32) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
. I . ensure that. eroded materials do not enter adjacent wetlands, watercourses or properties... _. :
33) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
General
34) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
35) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
36) In order to ensure compliance with the conditions of this Permit, the permittee and his contractor shall
schedule a pre -construction conference with the Division of Coastal Management prior to the initiation
of any dredging or mobilization activities.

Town of Carolina Beach
ADDITIONAL CONDITIONS
Permit No. 86-18
Page 5 of 5
37) This Major Modification shall be attached to Permit No. 86-18, which was issued to the permittee on
8/10/18, as well as all subsequent modifications, refinements, and renewals, and copies of all documents
shall be readily available on site when a Division representative inspects the project for compliance.
38) All conditions and stipulations of the active permit remain in force, under this Major Modification,
unless specifically altered herein.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to any authorizations
from the U.S. Army Corps of Engineers.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way. of General Water
Quality Certification 4175 and assigned the project DWR Project No. 1989-0051 v4.
NOTE: Future development of the permittee's property may.require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the mean high-water level.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DCM Coordinator: Permit
C/6' a3 a4r
Permittee: Tn
Agents:
DCM Field Offices
Elizabeth City
Morehead City
US ACOE Offices:
Washington:
Wilmington:
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
MAH,ING DISTRIBUTION SHEET
Washington
WilmingtonO.n
7uw /' i cr
(with revised work plan drawings)
(OBJECTIONS )
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Greg Curry (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Renee Gledhill -Earley at [e-mail]
Heidi Cox (WIRO)
Kim Harding
David Harris
Shannon Jenkins / Sharon Gupton
Tim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Clif Whitfield (WARD)
Jimmy Harrison
Washington: Chris Pullinger-401
Tina Martin - 401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Holley Snider — 401 (fender, Brunswick, New Hanover)
John Perry — 401 (Onslow, Carteret)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARO).'
Natural Heritage Program Rodney Butler
i
(NCDOT) Travis Wilson

gem ■1L1
APPLICATION for
Major Development Permit
Ili revel .a =27101111)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town of Carolina Beach
Project Name (If applicable)
Town of Carolina Beach Marina Renovation
Applicant 1: First Name
Bruce
MI
Last Name
Oakley
Applicant 2: First Name
MI
Last Name
N addifional applicants, please attach an additional pages) with names listed.
Mailing Address
1121 N Lake Park Blvd
PO Box
I
Clry
Carolina Beach
State
NC
ZIP
28428
Country
1 USA 1910
Phone No.
-458 -2999 @4-
FAX No.
910 -458 -2997
Street Address(ll diferent hom above)
City
Spate
ZIP
Email
bruce.oakle carolinabeach.or
2. Agenit/Contractor Information
Business Name
Ardurra GroupNgrth Carolina
Agent/ Contractor 1: First Name
MI
Last Name
Mark
F•
Weiss
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3809 Peachtree Ave, Suite 102
Wilmington
NC
ZIP
Phone No.1
Phone No. 2
28403
910 - 397
2929 exL
910 -239 -2518 eM
FAX No.
Contractor 0
910-397-2971
Engineering Firm #F-0113
Street Address (if different from above)
City
State
ZIP
rmark.
F2ECEIV
weiss ardurra.com
<Form continues on back>
E
'JUL 2 0 2021
DCM-MHD CITY
252.808.2808 :: 1.888.4RCOAST :: www.necoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Pm1ect Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
110 Carl Winner Drive
Subdivision Name
City
State
Zip
N/A
Carolina Beach
NC
8425
Phone No.
Lot No.(s) (ff many, attach additional page with list)
ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Carolina Beach Yacht Basin
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ❑Manmade ®Unknown
Myrtle Grove Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Carolina Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
880 (This modification)
N/A
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(if many lot sizes, please attach addilional page with a list)
]' ❑NHW or ®NWL
e. Vegetation on tract
Grass on south side of marina basin along Carl Winer Drive
I. Man-made features and uses now on tract
Marina basin is flanked by existing bulkheads. Steel bulkheads and floating docks were installed along the west side of basin in 2018 under
Permit 86-18. Timber bulkheads still exist on all remaining sides. Timber timber fixed docks,
piles, and timber floating docks delineate the
slips in the basin. Commercial fishing boats utilize slips on all sides of the basin.
g. Identify and describe the existing land uses adjacent to the proposed project site.
At the northwest mmer of the basin is a seafood restaurant with parking. Along the west side of the marina is parking for the marina. Bordering the marina on the
south side is a small park and Cad Winner Dnve beyond. Canal Drive borders the site to the easL Adjacent to the northeast comer of the basin is another restaurant.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
MB-1-Marina
®Yes ❑No ❑NA
I. Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ❑No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
JUL 2 0 2021
252-808-2808 :: 1-888-4RCOASi nww.ncc Oastaimanagement.nIDCM-MHD CITY

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? []Yes NNo
(if) Are there coastal wetlands on the site? ❑Yes ®No
(ill) If yes to either (i) or (if) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are sewer pumpout stations on the west and south sides of the marina.
o. Describe existing drinking water supply source.
Town -supplied potable water services are located at various locations around the basin to serve marina users.
p. Describe existing storm water management or treatment systems.
Multiple city stormwaler pipes outfall into the manna basin.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The Carolina Beach Marina has 31 boat slips used primarily by charter boats and head boats.
Boats leave and enter the yacht basin daily.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Bulkheads will be steel sheet piling installed with vibratory or impact equipment. A concrete cap will be formed and poured. Handrails will be mounted to
the cap. Platform landings at the top of the gangs will be built on site with pressure treated umber. Gangways will be including
prefabricated aluminum
hand rolls. Fixed and floatng docks will be timber. Guide plies. mooring piles, and berthing piles will all be pressure treated timber driven with vibratory or
impact equipment. The basin will be dredged by long -reach excavator or bucket and barge.
d.
List all development activities you propose.
Replace bulkheads. piles, and fixed and floating docks. Concrete sidewalk will replace current gravel around southern portion of the manna
basin. Concrete 'hog slat' will be used to replace the existing timber boardwalk on the east side of the basin. Marina basin will be dredged.
Dredging of marina basin will be performed by bucket and barge or hydraulic dredge, Spoils will be disposed of either at the Tom's leased
Waste Water Disposal site at the Military Ocean Terminal Sunny Point (MOTSU) or other permitted and certified disposal facilities chosen by
Contractor.
e.
Are the proposed activities maintenance of an existing project, new work, or both?
Maintenance of an existing facility.
I.
What is the approximate total disturbed land area resulting from the proposed project? 0.8 ❑Sq.Ft or NAcres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Multiple dry stonnwater pipes oueell into the marina basin.
I.
Will wastewater or stormwater be discharged Into a wetland? ❑Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
J.
Is there any mitigation proposed? ❑Yes []No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
JUL 2 0 2021
252.808.2808 .. 1.888.4RCOAST .. www.nccoastalmonagement. -MHD CITY

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (O are always applicable to any major development appkadon. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Noelle Holdings LLC & Stoked on the Water LLC Phone No.
Address 5231 Masonboro Harbour or, Wilmington, NC 28409
Name The Ice Plant LLC Phone No. 016-424 7101
Address 1404 Hedgelawn Way, Raleigh, NC 27615
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permitlee, and issuing dates.
General LAMA Permg for emergency refrain 467113 - Decemtrer 19, 2016
General LAMA Pennii fa emergency repairs 089390-August 23, 2017
General LAMA Permit for emergency repass due to eap8aeon of a893W above - January 3, 2018
CAMA Mapp Pen1N(W18)-August 10, 2018
Mi,wr moe bon Pemvt to Parma a618 - they 8, 2o19
h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, it necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. lithe
project involvas expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development desert in the application.
The project will be subject to the conditions and restrictions contained in the permit. bad
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to thebest of my knowledge.
Date =11F L Print Name i-- N4Z4'P_
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development RECEIVED
®DCM MP-4 Structures Information
JUL 20 2021
DCM-MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagereent.net

DocuSign Envelope ID: C67938C7-58F8-429D-BA6A-5134D757F070
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
382'
Width
190.6'
Avg. Existing
NA
NA
Depth
-8 5,
Final Project
NA
NA
Depth
D5
- 8' -6 + -2'
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
os cubic yards
I a, IIt 2,790 CY New Area (East and South) 2,230 Currently Permitted
(i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands:.(WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
To provide clearance from bottom of marina for boats.
S ',sType of material to be excavated.
hV`"sand and sediment -testing repc
d. High -ground excavation in cubic yards.
N/A
12. DISPOSAL OF EXCAVATED MATERIAL [I This section not applicable .I
a. Location of disposal area. b.
Contractor -provided, permitted disposal location. Agreement or consent
agreement to be in place before dredging begins.
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(i) If no, attach a letter granting permission from the owner.
Letter will be provided prior to dredging activity
commencing.
e. (1) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
To safely dispose of waste sediment in appropriate area.
Dimensions of disposal area.
Will be provided once location is selected.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(11) If yes, how much water area is affected?
0 CT 1 4 2021
252-608-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net g r i _6/06

DocuSign Envelope ID: C67938C7-58F8.429D-BA6A-5134D757F070
Form ®CM MP-2 (Excavation and Fill, Page 2 of 2)
3: 'SHORELINE STABILIZATION "` ❑This'section not applicable:
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 415' feast side); 260' (south side)
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL:
3.75'
Width: 22"
d. Maximum distance waterward of NHW or NWL: 4.31'
e. Type of stabilization material: f. (1) Has there been shoreline erosion during preceding 12
months?
PZ22 Steel Sheet Pile x 30' 0" (Epoxy Coat Upper 20') ❑Yes ®No ❑NA
III) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 3�00 SF Riprap _ Clean sand and drainage stone
Breakwater/Sill Other _
I. Source of fill material.
Permitted borrow site
4. OTHER FILL ACTIVITIES ®This section not'applicable
(ExcludingShoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW),
a.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
controlled?
Floating turbidity curtains
kept on site and erosion
c. (I) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (SAV), shell bottom (56), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of the fill in these areas:
b. What type a
backhoe, or
Backhoe, pile driver, long reach excavators, xcavator on barge
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
10 13 2021 > r Mark Weiss
!Dale Applicant Name REE D
Docuelaned by:
�TOCB Boat Basin"Revitalization
!project Name 1;-APplidanl Signature Ferseeoosasas.
OCT 1 4 2021
-_ T I
252-808.2808 :: 1-888-4RCOAST:: w vv.nccoastalmanaaement.net re"'�ir3`e� . i

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
See attached sheet.
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resourcas7
[]Yes []No NNA
(if) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking,
Existing: 42%; Proposed: 38%
1. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Existing: 42%; Proposed: 38%
b. Number of lots or parcels.
N/A
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
36,904 SF
f. Dst the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete sidewalk, asphalt roadway (on Canal Drive)
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a she development plan been submitted to the Division of
Water quality for review?
❑Yes NNo ❑NA
(11) If yes, list the date submitted:
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (1) received state or local
Proposed vacuum sewage pump stations will be connected to the Town of approval?
Carolina Beach sewer collection system. ❑Yes ®No ❑NA
I. Describe location and type of proposed discharges to waters of the M.
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
Surface mnaon form Imposed sidewalks on all $ales of the manna and (5) ensting stone
culverts will remain. Send filters will be added to all =abng storm drains to mindim e seent
and trash deposition in the basin
If yes, attach appropriate documentation.
Does the proposed project Include an Innovative stormwater
design?
❑Yes NNo ❑NA
If yes, attach appropriate documentation.
RECEIVED RECEIVED
JUL 20 2021 MAY 07 2021
DCM-MHD CITY DCM WILMINGTON. NC
252-808-28082 :: 1-888-4RCOAST :: ww ..nccoastaimanagement.net revised: 12/26106

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
New services will be provided from the public water system.
o. When was the lot(s) platted and recorded?
Unknown
JS1o3IZ-%
Date
ToLg
Project Name
Applicant Name
Applicant Signature
n. (i) Will water be impounded? []Yes ®No ❑NA
(ll) If yes, how many acres?
P. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
Dyes ®No DNA
RECEIVED
JUL 2 0 2021
DCM-MHD CITY
RECEIVED
MAY 07 2021
DCM WILMINGTON, NC
252-808.2808 :: 1-8884RCOA5T :: www.nccoastalmanaaemenl.neI revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
a. (i) Is the docking facility/marina:
❑Commemital ®Public/Govemment ❑Private/Community
c. (i) Docks) and/or pier(s)
(Ii) Number 2
(W)Lent ten awn. ar Em
(i1) Wdth vees.essist-elan
(v) Floating XYes ❑No
Nate: Temporary coceu w it 00 used dump
consvudion to vessel mooting. Uywt 0 be
mordmeted wem Deis representatree.
swm side -from west to seat
IX x 12' (at westem access-i5 W 65)
@' x 151 at eastern access)
e e W, acres: to shp as)
EW Sids- from south to North
11e' x a list southern access -2E to aE)
5T x 11'teit meddle Otte,. point -5E b S-E)
Wit e'tslps 7{ to 10-E)
W x 10' eat nonlem access— ll-E he i:e E)
24 x r rat rorrM.vn end slip 13E)
e. (i) Are Platforms included? ®Yes ❑No
0 yes:
(it) Number ass; 1 Kayak
(iii) Length 20?� 10'; 10'
(iv) Width 20_`1 , 7'
(v) Floating []Yes ®No
Note: Roi areas are calculated horn driplim dimensions.
IT. () Number of slips proposed
22 ± 3 Day Docks
(i) Number of slips existing
34 total for all phases
i. Check the proposed type of siting:
❑ Land out and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Otheq please describe
k. Typical boat length. vanes 23. -100'
m. (i) Will the facility have fie pilings?
Wes ❑No
(II) If yes number of be pilings?
NeW dock listings - 12; Tie pilings - 17'. TOTAL - 29 (row this modiM1ctstion)
b. (i) W l the facility be open to the general public?
Was ❑No
d. (i) Are Finger Piers included? ®Yes ❑Nis
If yes. Finger pier lengths:
(it) Number 12 (new) 5 @ 42'
(III) Length See list on right -> 4 @ 25'
(IV) Vvtdth 61 @ 22'
®Yes []No t @ 34'
(v) Floating 1 @ 38'
f. (1) Are Boatlifts included? ❑Yes ®No
If yes:
(I) Number
(III) Length
(iv) Width
h. Check all the types of services to be provided.
❑ FuN service, including travel lift and/or rail. repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage Net slips') only, number of slips: 24 new this modification
❑ Dry storage; number of boats:
❑ Boat mmp(s); number of boat ramps:
❑ Other, please describe.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Charter boats, commercial fishing boats, commercial vessels,
transient slips
(I) WIII the facility be open to the general public?
®Yes ❑No
RECEIVED
JUL 02 ii,
Temporary pilings will be used dung mnsbucenn for vessel mooting. RECEIVED
IVED 1
Layout b be mordinated with DCM ropesaentatiee. DCM WILMIW TO WC
252.808-2808 :: 1.888.411140AST :: www.necoastalmonaaement.net JUL 2 0 2021 revised: 12/27/06
DCM-MHD CITY

Form DCM MP-4 (structures, Page 2 of 41
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
® Boatholding tank pumpout; Give type and location: Vacuum sewer pump out, adjacent to the northwest comer of the marina basin
b. Describe treatment type and disposal location for all sanitary wastewater.
Conveyed to the Town of Carolina Beach sanitary sewer collection system
c. Describe the disposal of solid waste, fish offal and trash.
Trash containers located throughout marina
d. How will overboard discharge of sewage from boats be controlled?
Signage will be posted prohibiting overboard sewage discharge.
e. (I) Give the location and number of'No Sewage Discharge' signs proposed.
One at each floating dock section for a total of three.
(II) Give the location and number of'Pumpout Available" signs proposed.
One sign, located at the pumpout station.
1. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Heavy maintenance, including painting and sandblasting, will be performed off site. Standard Practices will be implemented to
prevent spills during fueling
g. Where will residue from vessel maintenance be disposed of?
Disposal will occur as per applicable laws and nulalions
h. Give the number of channel markers and 'No Wake" signs proposed. Will maintain existing signage or replace as needed.
No additional signage is proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
There are no fuel dispensing operations on site Vessels are fueled off site or via fuel vendors
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard dockage is allowed
k. Describe design measures that promote boat basin flushing?
Nine existing storm drains outfall into the basin:" on west side; (2) on South side; (4) on east side.
Marina basin adeguately flushes in Its azis[Ing cendolons No changes proposed that will alter flushing conditions
py�cspyy,p{p� RECEIVED
I. If this project is an expansion of an existing marina, what types of services are RCl�tt y�
N/A 1[GM V
JUL 2 0 2021 DCM WILMINGTON. NC
252-808-2111 :: 1-888-41RCOAST :: wwwmccoastaimenaaement net revised: 12/27106

Form DCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? if any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lift) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑PublidGovemment ❑Private/Community
(ii) Number
(lii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpfle, etc. If a rock groin, use Mi Excavation and Fill.) ®This section not applicable
a. (i) Number
(II) Length
(!it) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
❑Commercial ❑PublidGovemment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Average distance from NHW, NWL, or wetlands
®This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing RECEIVED RECEIVED
JUL 2 0 2021 MAY 0 7 2021
DCM-MHD CITY DCM WILMINGTON, NC
252-808-2808 :: 1-88"RCOAST :: w vv.nccosstalmanagement.nel revised: 12127106

Form DCM Ill (structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity Of stmctum(s) to adjacent docking facilities.
Existing facilities abut adjacent property lines. replacement facilities will Existing facilities abut adjacent docking facilities.
also abut adjacent riparian property lines Replacement facilities will also abut adjacent docking facilities.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
C. Width of water body
262'
e. (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(II) If yes, explain what type and how they will be implemented.
Temporary docking (acilWas will provide access to marina
pamns during dredging and ottw oonsbuction phases.
8. OTHER
a. Give complete description:
Date
Water depth at waterward end of structure at NLW or NWL
9.12'
❑This section not applicable
The cl irrinint qtnrmwatpr for this site and the adjacent drainage areas Is by -means nf cex
16) stormwater autfallc Four (4.)nutfallc ^rp Inr^tad Inng Canal Ddye and vary frnm
12" dia. to 24" dia Two (2) additional out -falls am to at d alongAhe SQUthern b tlkh ad
and Include a 24" dia. and a 36" dia. outfall. These current outfalls will remain
unmodified with the exception of extending them through the new bulkhead section to
allow for the installation of new flood valves on the discharge ends The elevations of
the outfalls will remain the same as currently installed.
Project
Name
Applicant Name
Applicant Signatu
RECEIVED
JUL 20 2021
DCM-MHD CITY
RECEIVED
MAY 0 7 2021
DCM WILMINGTON, NC
252-808.2808 :: 1.888-4RCOAST :: www.nccoastaimana-gement.net revised: 12127/06

DocuSign Envelope ID: 79DECC44-B54D-4CD6-8E13-B02F5FE6FECD
ARDURRA
COLLABORATE. INNOVATE. CREATE.
February 16, 2022
Mr. Gregory Currey
USACE — Wilmington District
69 Darlington Ave.
Wilmington, NC 28403
Re: Response to USACE Clarifications
Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18
Carolina Beach, NC
ARDURRA Group North Carolina is pleased to submit herein our response for the requested clarifications to the permit
documents by the USACE resources for the Modification to the Existing CAMA Major Permit No. 86-18 as an authorized
agent for the Town of Carolina Beach. The request for clarification was made during a phone conversation with Mr.
Gregory Currey on February 4, 2022 and was provided to the Town of Carolina Beach and Ardurra via email on
September 15, 2021.
This letter summarizes the modifications requested to the following drawings.
• Drawing C3 — Proposed Site, Grading and Stormwater Plan
• Drawing S1 — Proposed Marina Layout & Bulkheads
• Pre -Construction Survey Drawing 2 and 3 of 4
DRAWING C3
As requested, the following items were modified or clarified on drawing C3 as requested.
1. The kayak / day deck at slip S-2 was labeled as "(proposed)"
2. Slips 10-W, 1 1-W and 12-W were labeled as "(Proposed)"
3. Existing mooring and guide piles for the Wester dock were hatched with a different pattern.
4. The concrete cap and steel sheet pile was hatched and labeled as "Proposed" in lieu of new.
5. Gangways were labeled as "Proposed" in lieu of new.
6. The access platforms were labeled as "Proposed" in lieu of new. ��/ Lit D
7. Finger Piers were labeled as "Proposed" in lieu of new.
8. Dimensions for all finger piers were shown on plan in the adjacent slip.
9. All floating dock guide piles were labeled as" Proposed" in lieu of new. F E B 1 % Pon?
10. All mooring piles were labeled as "Proposed" in lieu of new.
Ardurra Group North Carolina
3809 Peachtree Avenue, Suite 102 1 Wilmington, NC 28403 1 910.397.2929 1 w ardurra.com

DocuSign Envelope ID: 79DECC44-B54D4CD6-6E13-B02F5FE6FECD
^� February 16, 2022
/ \ Page 2
11. The repair/replacement of the deck on the landward side of the northeast corner was labeled to reference that it
has already been permitted under a permit modification of permit 86-18.
DRAWING S I
As requested, the following items were modified or clarified on drawing S1 as requested.
1. The kayak / day deck of slip S-2 was labeled as "(proposed)"
2. Slips 10-W, 1 1-W and 12-W were labeled as "(Proposed)"
3. Existing mooring and guide piles for the Wester dock were hatched with a different pattern.
4. The concrete cap and steel sheet pile was hatched and labeled as "Proposed" in lieu of new.
5. Gangways were labeled as "Proposed" in lieu of new.
6. The access platforms were labeled as "Proposed" in lieu of new.
7. Finger Piers were labeled as "Proposed" in lieu of new.
8. Dimensions for all finger piers were shown on plan in the adjacent slip.
9. All floating dock guide piles were labeled as" Proposed" in lieu of new.
10. All mooring piles were labeled as "Proposed" in lieu of new.
11. The repair/replacement of the deck on the landward side of the north east corner was labeled to reference that
it has already been permitted under a permit modification of permit 86-18.
PRE -CONSTRUCTION SURVEY — SHEET 2 AND SHEET 3 OF 4
As requested, the following items were modified or clarified on the Pre -Construction Survey drawings 2 and 3 of 4 as
requested:
1. AIWW Centerline was added on both drawings as requested.
2. The AIW W Setback line was shown on both drawings as requested.
3. The previously permitted dredge area is more clearly labeled so as to not be defined solely on the "colors" of the
shaded areas only.
SUMMARY:
The Town of Carolina Beach Commercial Marina has been in operation for nearly a three decades, and the proposed
repair, replacements, and improvements are necessary for the marina to continue to provide commercial water access for
charter captains and their guests. The project is proposed to be completed as a single project as outlined within the
narrative and the attached permit documents. The Town views DCM and the USACE as important stakeholder in the project
and will coordinate with DCM throughout the construction process. We respectfully request review and approval of this
Major Modification to CAMA Major Permit 86-18.
Respectfully Submitted,
Awl— %SS
Mark F. Weiss, PE 2/16/2022
Structural Group Leader
Enclosure: C3, S 1 and Sheet 2 and 3 of 4 — Preconstruction Dredge
FEB ?022

DocuSign Envelope ID: 53FEF7F5-AB95-42BC-84BD-5BD4D7893996
ARDURRA
COLLABORATE. INNOVATE. CREATE.
October 13, 2021
Mrs. Tara MacPherson
NCDEQ— DCM — Wilmington Office
127 Cardinal Dr Extension
Wilmington, NC 28405
Re: Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18 — Rev 1
Carolina Beach, NC
ECOV
OCT 1 4. 2021
POP ,"SECTION MD
ARDURRA Group North Carolina is pleased to submit herein our request for a Modification to the
Existing CAMA Major Permit No. 86-18 as an authorized agent for the Town of Carolina Beach.
The Town of Carolina Beach is in the process of undertaking a capital project to renovate the
remainder of the Town's Commercial Marina located at 110 Carl Winner Drive, which was
damaged during Hurricane Florence. The scope of work outlined within this Major Modification
to Permit 86-18 was described within the original Permit Package as Phases IV and V but was not
permitted at that time. This modification seeks to obtain a CAMA Permit for the final phases of
the Marina Rehabilitation and Upfit.
This narrative was revised based on the request for additional information setter produced by DWR
during the permit review period.
PROJECT SITE BACKGROUND:
As indicated in the original Permit Application, the history of the Town of Carolina Beach Boat
Basin can be dated back to 1939 when the USACE indicates that bulkheads, wharf, and mooring
improvements were made to the marina. Based on historical aerial photographs, the Carolina
Beach Town Marina has been utilized as a commercial marina since 1966 and has functioned in
its current arrangement since 1981. In the 1981 photo, the Marina is bound on the East, West and
Ardurra Group North Carolina
3809 Peachtree Avenue, Suite 102 1 Wilmington, NC 28403 1 910.397.2929 1 www.ardurra.com

DocuSign Envelope ID: 53FEF7F5-AB95-42BC-84BD-5BD4D7893996
March 22, 2021
Page 2
South Sides by sheet pile retaining wall with a timber relieving platform located along the
southern wall.
The transient dock facility was constructed in 2010 in the south-east corner of the marina.
In 2017, the western portion of the marina renovation was begun to repair damage sustained
during Hurricane Matthew. These repairs included the installation of 235' of new steel sheet pile
retaining wall under two CAMA General Permits. This revitalization effort was continued in 2018
and included new floating docks for nine (9) slips, a new pump out station, and dredging along
the western side of the marina, all of which was completed under CAMA Permit 86-18.
PERMIT HISTORY:
1. December 19, 2016 — DCM issued a General CAMA Permit for emergency repair to the
southern portion of the western bulkhead.
2. August 23, 2017 — DCM issued a General CAMA Permit for emergency repair to the
northern portion of the western bulkhead. This permit was approved with the project as
an Urban Waterfront Designation.
3. January 3, 2018 — DCM issued a General CAMA Permit for the same work identified in item
2 above due to the permit expiring. This permit was approved with the project as an Urban
Waterfront Designation.
4. August 10, 2018 — DCM issued a CAMA Major Permit (No. 86-18) for the western slips,
pump out and dredging of the western side.
5. May 8, 2019 — DCM issued a minor modification to Permit 86-18 for the repair of the
elevated timber deck, wall repair, and stormwater pipe repair in the northeastern corner
of the basin.
EXISTING CONDITIONS:
Water Structures & Docks
Currently, the south and eastern walls of the marina are supported by anchored timber navy style
walls that were damaged by Hurricane Florence or were are otherwise in significant disrepair. The
eastern wall generates a significant concern for the Town due to its proximity to Canal Drive and
the underground utilities located within that roadway.
The eastern thirteen (13) slips are accessed directly from the timber boardwalk along East Canal
Drive by means of timber access ladders to small, elevated timber finger piers. The stern section
of each commercial slip is marked by signage for the charter vessel and have an existing
approximate water depth of -8' +/-. RECEIVED
0 CT 1 4 2021
MP SECTION PAHD

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March 22, 2021
Page 3
The southern six (6) were historically utilized for larger head boats and access to the vessels is by
means of an approximately 12' wide elevated timber board walk / relieving platform. The board
walk also housed a ticket booth and signage for each vessel. The average water depth at the
exiting boat slips is approximately -10' +/-.
Upland Area
The area immediately behind the eastern sheet pile wall is a timber board walk that is in significant
need of repair and currently has sections that are out of compliance with regards to ADA. The
boardwalk serves as a pedestrian walkway running along Canal Drive, which is a two-lane roadway
that serves as one of two means of access to the north end of Carolina Beach. Due to the partial
wall failure during Hurricane Florence, a section of the roadway has developed significant cracking
of the traffic ware surface and movement of the sub -base and will require replacement. All of the
above is within the 30' AEC setback. Total percentage of existing impervious area within the AEC
setback along the eastern wall is 80%.
The area immediately behind the southern sheet pile wall is comprised of a 12' wide gravel access
road used for EMS/Fire and delivery vehicles to the larger vessels. Beyond the access road, the
area is a grass island / park space with stamped concrete sidewalks, several areas of plantings, a
flagpole, and an existing pump out station. Per information from town records, the access road
and a portion of the park are in the approximate location of the original alignment of Carl Winner
Drive. As such, critical underground utilities for the northern end of Carolina Beach run within this
area. Total percentage of existing impervious area within the AEC setback along the southern wall
is 50%.
Stormwater Management
Currently, stormwater within the area of the eastern and southern sections of the marina is
handled by a combination of catch basins with discharge pipes and sheet flow into the marina.
The stormwater along the eastern side of the marina is collected into catch basins along Canal
Drive on the east and discharged into the marina by four (4) stormwater pipes. The stormwater
along the southern side of the marina is collected into catch basin along Carl Winner Dr and
discharged by three (3) stormwater pipes into the marina.
PROPOSED MODIFICATIONS
The modifications proposed in this Major Permit Modification include the following
improvements, which are in compliance with Town of Carolina Beach Planning and Zoning
requirements, and the Town requests that the project be considered under the designation of
Urban Water Front per 15A NCAC 07H.0209 part (g): RE EWEED
OCT 1 4 2021
MP SECTION MID

DowSign Envelope ID: 53FEF7F5•AB95-42BC-84BD-5BD4D7893996
March 22, a2021
ge
Page 4
4
West Side
• Replace one of the existing, permitted, slips with a floating kayak launch.
• Permit three (3) transient / day slips to be located in the southwest corner of the boat
basin as defined in the attached permit documents as slips 10-W thru 12-W.
South Side
• Replace 260 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately 3' outboard of the existing wall. This will tie into
the existing steel sheet pile wall in the southwest corner of the marina.
• Remove the existing elevated timber reliving platform.
• Provide a layout for four (4) commercial slips designated and four (4) transient slips
designated 1-S thru 8-S.
• Provide ADA access to the slips by means of two elevated timber access platforms
supporting aluminum gangways that will access the new 10' wide main floating dock. Each
pair of slips will be provided access by means of 6' wide floating finger piers.
• The western most access platform is proposed to be a 200 SF observation/unloading
platform with an ADA viewing station to provide northern views of the marina and the
Myrtle Grove Sound.
• Provide midship breasting and spring line piles for each slip. All new piles will be outside
of the USACE setback line. Four (4) existing piles are located within the setback line and
will remain in place and will continue to be used as spring piles.
• The upland area is defined as the contractor laydown yard and is shown within the
proposed Erosion and Control Plan. This area will be reconstructed in a similar manner
and for similar use as current conditions, with the percentage of impervious surfaces within
the AEC to be equal to or less than currently defined.
• Provide a code complaint handrail along the length of the boat basin that will be
supported by the concrete cap of the sheet pile system.
• Provide flood check valves on the stormwater discharge pipes within the southern wall.
• Provide commercial signage and "fish boards' for each vessel. These will be incorporated
into the hand rail design to allow for a clean, uniform look.
• Complete minor road modifications to reclaim approximately 600 SF of impervious road
surface to pervious grass/park area outside of the AEC setback.
• Provide a new 20' x 20' information building/kiosk for the commercial harbor that will be
located outside of the AEC set back.
0 CT 1 4 2021
M'P SECTION RIED,

DocuSign Envelope ID: 53FEF7F5-AB9542BC-84BDSBD4D7893996
East Side
R.GLUVED
March 22, 2021
Page 5
OCT 1 d 2021
FOES SECTION RIHD
• Replace 421 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately 3' outboard of the existing wall.
• Provide a layout for fourteen (14) commercial slips designated as 1 E thru 14E.
• Provide ADA access to the slips by means of three elevated timber access platforms
supporting aluminum gangways that will access the new 8' wide main floating docks. Each
pair of slips will be provided access by means of 6' wide floating finger piers.
• The southernmost access platform is a proposed replacement if an existing 400 SF
observation platform. The new platform will be of the same footprint and will have ADA
viewing stations to provide westward and southern views of the marina.
• Provide spring line and midship breasting piles for each slip. All piles will be outside of
the USACE setback line.
• The existing timber board walk is proposed to be replaced with elevated concrete "hog -
slat" sidewalk structure supported by a low capacity pile system. The use of the "hog -slat"
is proposed to maintain the sidewalk / board walk area as pervious.
• Provide a code complaint handrail along the length of the boat basin that will be
supported by the concrete cap of the sheet pile system.
• Due to the roadway damage, the town is proposing to remove and replace the roadway
along Canal Drive within the vicinity of the project.
• Complete the repairs to the elevated wooden platform and stormwater discharge located
in the northeastern corner of the basin as identified and approved in the minor
modification to permit 86-18.
• Provide commercial signage and "fish boards" for each vessel. These will be incorporated
into the hand rail design to allow for a clean, uniform look.
Dredging
Approximately Z790 CYof material is proposed to be removed from the southern slip and eastern
slip area that would bring the total proposed for the entire marina to approximately 5,020 CYfor
the total proposed prroiect dredged to -8. The current water depths within the proposed dredge
area vary from -4'to -10'. The sheet pile retaining walls will be designed for a maximum proposed
dredge depth of -8' (-6 plus a -2' over dredge) for the southern and eastern portions of the project.
Dredging will be completed by mechanical means (bucket to barge) with an "environmental bucket".
The dredge spoil will be placed in drying pens on the high ground contractor laydown area more
than 30 feet from the HWL. The laydown area is currently identified within the permit package and
is located adjacent to Carl Winner Dr. Standard erosion and sedimentation control measures will
be placed around the drying pens and the laydown area, as shown within the permit Package
drawings, to control stormwater runoff. Once the material has dried, the material will be transported
to a permitted and approved disposal site by means of a dump truck with a debris cover.

DocuSign Envelope ID: 53FEF7F5-AB95-42BC-84BD-5BD4D7893996
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Page 6
The Town will coordinate with the contractor to iden* an approved and permitted disposal area
that has sufficient volume and permitted to take the dredge material. For the most recent dredge
completed in June of 2018 of 7,000 CY within the basin, the contractor reached an agreement and
disposed of the material at the New Hanover County Landfill. Since the material proposed to be
removed is of similar quality, and containing of similar levels and types of contaminants (see below),
the Town has a reasonable expectation that an agreement with the NHC Landfill can be reached bx
the contractor or the contractor will be able to secure a consistent agreement with a private
permitted spoil disposal area.
Dredging activities would not commence until the permitted disposal site has been identified and
CAMA and other permitting agencies have been notified and approval from the regulatory agencies
received by the Town.
The previous contractor and engineering team eam previously commissioned TI Costal to obtain and
complete laboratory test samples within the Boat Basin and reference samples within the ICW. The
dredge spoil was found to have contaminants listed within 40CFR 261.24, 40 CFR 261.30-261.33.
The sampling locations and test results are attached.
Environmental Protection During Construction
A floating turbidity curtain will be used during all phases of the bulkhead replacement and
construction. In addition, sedimentation and erosion control devices will be required for high
ground work during construction. Total disturbed area on the high ground is approximately 0.9
acres.
SUMMARY:
The Town of Carolina Beach Commercial Marina has been in operation for nearly a decade, and
the proposed repair, replacements, and improvements are necessary for the marina to continue
to provide commercial water access for charter captains and their guests. The project is proposed
to be completed as a single project as outlined within the narrative and the attached permit
documents. The Town views DCM as an important stakeholder in the project and will coordinate
with DCM throughout the construction process. We respectfully request review and approval of
this Major Modification to CAMA Major Permit 86-18.
I&--- G E I "Vy E 0
0 CT 1 4 2021
10P SECT10N M"ViDU

DocuSign Envelope ID: 53FEF7F5•AB95-42BC-84BD5BD4D7693996
Respectfully Submitted,
ZDocuSignre�d1 by:
ark�E wuSS
F8154E6DD835445.
Structural Group Leader
March 22, 2021
Page 7
0 CT 1 4 2021

DIVISION OF COASTAL MANAGEMENT RECEIVED
APPLICATION TRANSMITTAL AND PROCESSING RECO
APPLICANT: Town of Carolina Beach -Marina Renovation COUNTY: New Hanover
JUL 2 0 2021
PROJECT NAME: Town of Carolina Beach Marina Renovation DCM-MHD CITY
LOCATION OF PROJECT: 110 Carl Winner Drive, adj. to Carolina Beach Yacht Basin, Carolina Beach
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 7;i 21
FIELD RECOMMENDATION: Attached: Yes
FIELD REPRESENTATIVE: Hall
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
APPLICATION ASSIGNED TO: Bodnar
PUBLIC NOTICE RECD: 7-21-21
ADJ. RIP. PROP NOTICES RECD:
C) 75 DAY DEADLINE:94rb IZI1$IL(
12 1(- zI
HOLDS: Z — l
MAIL, OUT DATE: 7-16-21
To Be Forwarded: N/A
PERMIT FINAL ACTION: ISSUE DENY
DISTRICT OFFICE: WH24INGTON
FEE REC'D: $400 (6W40)#79699
END OF NOTICE DATE: 8-11-21
DEED RECD: Yes �� u
150 DAY DEADLINE:
STATE DUE DATE: 5-11-21
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
AGENCY
DCM - Field Rep
l ho yII
/
DCM - LUP Consistency Determination
Local Permit Officer
Corps of Engineers - Regulatory Branch
DWR-401 Section
It'rll( t'll'%7(
wN E3�j-G1(J�1
DWR-Public Water Supply
7�jo L(
DEMLR - Stomwater
DEMLR- Sed and Erosion
DOA - State Property Office
Wildlife Resources Commission
5 bwz K
IrL
DMF - Shellfish Section
761
k
DMF -Habitat &Enhancement
DNCR - Archives & History
��LS�2 {
i
DNCR - Natural Heritage Program
NCDOT
NC Dept of Commerce
A

Recommendations for State Permit — Carolina Beach Marina Renovation (Phase 4 & 5)
The reconfigured municipal marina facility would continue to provide docking space for up to 34 vessels at this
location, including 3 transient slips It is staff's recommendation that the proposal appears to be CONSISTENT with
the use standards set forth in NCAC 07H .0208(b)(5), including the excavation design to promote flushing within
Carolina Beach Yacht Basin The proposed structures would be located over open water.
The proposed excavation within the existing marina basin appears to be CONSISTENT with 15 NCAC
07H.0208 (b)(1) pending the approval of spoil site. This office recommends a permit condition to
require the approval of an upland spoil site prior to the start of excavation operations. It is the opinion of
this office that the area for the proposed excavation is located in an area that has been historically impacted
and in continuous use for docking and navigational purposes
It is the staff's recommendation that the proposed upland impervious surfaces associated with this phase of the
marina renovation is CONSISTENT with the 5 NCAC 71-1.0209 (g) Urban Waterfronts.
The proposed bulkhead appears to be CONSISTENT with 15 NCAC 71-1.0208 (b)(7) Use Standards for
Bulkheads.
This office has NO OBJECTION to the proposed work provided it is consistent with all other state and federal
permitting requirements and an appropriate disposal location is authorized prior to the commencement of any
excavation. Any permit issued should include standard conditions for docking facilities.
RECEIVED
JUL 20 2021
DCM-MHD CITY

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAMS
Director
NORTH CAROLINA
Environmental Quality
July 16, 2021 RECEIVED
MEMORANDUM.,
RECEIVED
i
FROM: Gregg Bodnar, Assistant Major Permits Coordinator JUL 2 0 2021
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09) MP SECTION! ett HD
gregg. bodnar(a)NCDENR.gov
SUBJECT: CAMA /D&F
Applicant: Town of Carolina Beach — Marina Renovation (Phase 4 & 5)
Project Location: 110 Carl Winner Dr., adj. to Carolina Beach Yacht Basin, New Hanover County
Proposed Project: Proposal to excavate and renovate the southern and eastern portions of an
existing municipal marina facility including replacement and relocation of all fixed
and floating docks, replacement of sidewalks, and installation of a new bulkhead
within the Carolina Beach Yacht Basin. The marina will have a total of 31
formalized boat slips and 3 transient slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnar at the address above by August 11, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Mark Brown
AGENCY Public Water Supply
SIGNATURE MQ4 &,,. '
e-,e-�='DPWEQ-D
1
DATE 7-20-21
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Bodnar, Gregg
From: Dunn, Maria T.
Sent: Friday, December 17, 2021 4:22 PM
To: Bodnar, Gregg
Subject: RE: [External] TOCB Permit Modification - Permit 86-18
Hi Gregg,
NCWRC maintains our previous statement that all permit conditions for permit 86-18 should be upheld and that we
support NCDMF's comments and recommendations.
Maria
Maria T. Dunn
Coastal Coordinator
NC Wildlife Resources Commission
943 Washington Sq. Mall
Washington, NC 27889
office: 252-948-3916
www.ncwildlife.oM
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties
From: Bodnar, Gregg <[e-mail]>
Sent: Monday, December 13, 20218:45 AM
To: Currey, Gregory E CIV USARMY CESAD (USA) <[e-mail]>; Harding, Kimberlee k
<[e-mail]>; Dunn, Maria T. <[e-mail]>; Miles Murphy
<[e-mail]>; Christenbury, Mike <[e-mail]>; Cox, Heidi
<[e-mail]>; Hall, Christine <[e-mail]>; Sams, Dan <[e-mail]>
Cc: Snider, Holley <[e-mail]>
Subject: FW: [External] TOCB Permit Modification - Permit 86-18
Morning all,
After consultation with DWR the applicant has revised the workplans to reflect the consultation with DWR. If any
previously provided comments have changed please resubmit.
Thanks,
Gregg

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
NORTH CAROLINA
Environmental Quality
July 16, 2021 C--ZI
MEMORANDUM
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11.12-09)
greoa bodnarrc�NCDENR cov
SUBJECT: CAMA/D&F
Applicant: Town of Carolina Beach - Marina Renovation (Phase 4 & 5)
Project Location: 110 Cart Winner Dr., adj. to Carolina Beach Yacht Basin, New Hanover County
Proposed Project: Proposal to excavate and renovate the southern and eastern portions of an
existing municipal marina facility Including replacement and relocation of all fixed
and foating docks, replacement of sidewalks, and installation of a new bulkhead
within the Carolina Beach Yacht Basin. The marina will have a total of 31
formalized boat slips and 3 transient slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnarat the address above by August 11, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. Seed. 61v-4
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Mc c T. -L Wn r1
AGENCY TNth.1D'(-
SIGNATURE „=
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DATE-3h-2021 rr"hA
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RECEIVED
AUG 2 2021
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, N� 5 olina 405
910.796.7215 "ICTION MHD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
July 16, 2021
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg. bodnar(a)NCD ENR.gov
SUBJECT: CAMA/D&F
Applicant: Town of Carolina Beach — Marina Renovation (Phase 4 & 5)
Project Location: 110 Carl Winner Dr., adj. to Carolina Beach Yacht Basin, New Hanover County
Proposed Project: Proposal to excavate and renovate the southern and eastern portions of an
existing municipal marina facility including replacement and relocation of all fixed
and floating docks, replacement of sidewalks, and installation of a new bulkhead
within the Carolina Beach Yacht Basin. The marina will have a total of 31
formalized boat slips and 3 transient slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by August 11, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
X_ This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Shannon Jenkins
AGENCY NC DMF - Shellfish Sanitation/Recreational Water Quality
SIGNATURE f4aaa.,, for Shannon Jenkins DATE , K 2-0, ate®
JUL 2 0 2021
D E Q North Carolina Department of Environmental Quality rD7viR oPdLha5St'aLtd® 10N M H
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

ROY COOPER
Governor
ELIZABE H S. BISER
Secretary
BRAXTON DAVIS
Director
July 16, 2021
NORTH CAROLINA
Enviromnental Quality
FED
H.8a � V
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management AUG q 2021
400 Commerce Avenue, Morehead City, NC 28557
Faxa.bod araN0(ENR.ari1-12-09) LIP SECTION MHD
arecc.bodnarCtbNCDENR.cov �
SUBJECT: CAMA/D&F
Applicant: Town of Carolina Beach — Marina Renovation (Phase 4 & 5)
Project Location: 110 Carl WinnerEir., adi. to Carolina Beach Yacht Basin, New Hanover County
Proposed Project: Proposal to excavate and renovate the southern and eastern portions of an
existing municipal marina facility including replacement and relocation of all fixed
and floating docks, replacement of sidewalks, and installation of a new bulkhead
within the Carolina Beach Yacht Basin. The marina will have a total of 31
formalized boat slips and 3 transient slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greco Bodnar at the address above by August 11, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME M A Ir I,C Z z iz
AGENCY N( b e CJ 7. o f W M /lz wt z
SIGNATURE t' & i
D QS
R r ri ' '-1- DATE $ r' 1121
North CaroUna Department of5wionmeiaal Qpailty I Division of Coastal Management
Wilmington Olnee 1127 Cardmi Drive Extenslon I Wilmington, North Carolina 28405
910.79b.7215

Received: 08/05/2021
State Historic Preservation Office
ROY COOPER
Governer
ELIZABETH S. BISER
secretary
BRAXTON DAVIS
Dmector
July 16, 2021
MEMORANDUM
NORTH CAROLINA
Environmental Quality
ER 18-1350
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg bodnar(a)NCDENRgov
SUBJECT: CAMA/D&F
Applicant: Town of Carolina Beach — Marina Renovation (Phase 4 & 5)
Due: 8/13/2021
08/18/2021 NC- SBA
Project Location'. 110 Carl Winner Dr., adi. to Carolina Beach Yacht Basin, New Hanover County
Proposed Project: Proposal to excavate and renovate the southern and eastern portions of an
existing municipal marina facility including replacement and relocation of all fixed
and floating docks, replacement of sidewalks, and installation of a new bulkhead
within the Carolina Beach Yacht Basin. The marina will have a total of 31
formalized boat slips and 3 transient slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by August 11, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY:
PRINT
AGENCY
This agency has no objection to the project as proposed.
"Additional comments may be attached"
x This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
Renee Gledhill -Earley
Historic Preservation Office
SIGNATURE
�-y DATE 08/25/2021
��T-C � D
AUG 2 5 2021
North Carolina Department of Environmental Quality I Division of Coastal Mana ern
�� 0 om
Wilmington Office 1127 Cardinal Drive Extension I Wilmington Nor 1' g,26y
910.796.7215

DocuSign Envelope ID: A982B104-OC75-405B-82B4-932CC03DBE51)
ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretary
S. DANIEL SMITH
Director
Town Of Carolina Beach
ATTN: Bruce Oakley
1112 N.Lake Park Boulevard
Carolina Beach, NC 28428
NORTH CAROLINA
Environmental Quality
September 14, 2021
DWR Project #19890051v4
New Hanover County
Subject: REQUEST FOR ADDITIONAL INFORMATION
Town of Carolina Beach Marina Renovation and Dredging
Dear Mr. Oakley:
RECEIVED
SEP 1 6 2021
MP SECTION MHD
On July 16, 2021, the Division of Water Resources - Water Quality Programs received your CAMA
major development permit application dated April 21, 2021, requesting a 401 Individual Water
Quality Certification from the Division for your project. Your request consists of a permit
modification for the renovation Town of Carolina Beach marina basin including replacement and
relocation of all fixed and floating docks, associated sidewalks and installation of a new bulkhead on
the southern and eastern sides of the marina basin. The project also includes approximately 0.81
acres of excavation within the marina basin. The waters of the Carolina Beach Yacht basin are
designated as SB by the Division of Water Resources. The Division of Water Resources (DWR) has
additional questions regarding the proposed development and has determined that additional
information will be necessary to complete the review of your permit application. The application
is on hold until all of the following information has been received by our office.
Additional Information Requested:
1. Avoidance and Minimization:
The project proposes to excavate areas of the marina basin that are located within and
outside of the existing federal channel location. The existing federal channel is authorized
to a final depth of -8 feet NAD83 (-6 feet plus -2 feet of overdredge allowance). The project
proposes to expand the dredge footprint outside of the federal channel and to increase the
depth to -11 feet NAVD88. The DWR has concerns regarding purpose and need for
expanded excavation. It is unclear if connecting depths downstream can support this
depth without creating create hypoxic conditions at the terminus of the basin that could
result in a significant adverse impact to the aquatic resources and a violation of water
quality standards.
North Carolina Department of Environmentai Quality I Division of Water Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

DocuSign Envelope ID: A982B1o4-OC75-405B-82B4-932CC03DBE5D
DWR#198900S1v4
Page 2 of 2
2. The method of excavation (hydraulic vs. mechanical) has not been disclosed nor has the
proposed spoil disposal site. The DWR is concerned that pollutants may be present within the
dredge spoil material. Constituents such as heavy metals, inorganic and organic volatile
compounds could be released into surface waters through hydraulic and mechanical excavation
of the soft bottom substrate. The release of these pollutants into the waters could result in a
significant adverse impact to aquatic resources and in a violation of water quality
standards. Please demonstrate how downstream waters will be protected. The DWR
recommends, at a minimum, an initial evaluation of the dredge material as described in the
EPA/USACE Evaluation of Dredged Material Proposed For Disposal at Island, Nearshore or
Upland Confined Disposal Facilities. - Testing Manual be conducted. Depending on the results of
the evaluation, a sediment sampling plan may be required.
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested
information for the proper consideration of the application. Please respond in writing within 30
calendar days of receipt of this letter by sending one (1) copy of all of the above requested
information to the 401 & Buffer Permitting Branch,1617 Mail Service Center, Raleigh, NC 27699-
1617 OR by submitting all of the above requested information through this link: https://edocs.deq
.nc.gov/ Forms/ Supplemental -Information -Form (note the DWR# requested on the link is
referenced above).
If all of the requested information is not received within 30 calendar days of receipt of this letter,
the Division will be unable to approve the application and it will be returned. The return of this
project will necessitate reapplication to the Division for approval, including a complete application
package and the appropriate fee.
Please be aware that you have no authorization under the Water Quality Certification Rules for this
activity and any work done within waters of the state may be a violation of North Carolina General
Statutes and Administrative Code.
Please contact Holley Snider at 910-796-7215 or [e-mail] if you have any questions
or concerns.
Sincerely,
COocuSigned by: /
bin,�a ScWt�—��
E3ABA14AC]DC43d...
Morella Sanchez -King, Regional Supervisor
Water Quality Regional Operation Section
Division of Water Resources, NCDEQ
cc: Greg Currey, USACE Wilmington Regulatory Field Office (via email)
Maria Dunn, NCWRC (via email)
Kim Harding, NCDMF (via email)
Gregg Bodnar, NCDCM Morehead City (via email)
Paul Wojoski, NCDWR 401 and Buffer Permitting Branch Central Office (via email)
Mark Weiss, Ardurra Group (via email)
DWR WiRO 401 files (Laserfiche)
RECEIVED
SEP 1 6 2021
PAP SECTION MHD

Bodnar, Gregg
From: Snider, Holley
Sent: Friday, October 22, 2021 4:44 PM
To: Bodnar, Gregg
Subject: RE: Peralto
Attachments: 20211363_Peralto_301 Soundview Dr_CartCo_Oct.2l.pdf
I am awaiting guidance on the CB yacht basin dredge spoil analysis. As we suspected it is above the standards.
Holley Snider . "—' .>�((((°>.._.......><(l((°>..
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental Quality
Phone: [phone]
E
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Bodnar, Gregg <[e-mail]>
Sent: Friday, October 22, 20218:17 AM
To: Snider, Holley <[e-mail]>
Subject: RE: Peralto
Hey Holley,
Forgot to ask about Carolina Beach. Have you had a chance to review and see if it satisfies your hold? If so then I can
take off hold as well and circulate the updated drawings.
Thanks,
Gregg
From: Bodnar, Gregg
Sent: Monday, October 18, 2021 12:11 PM
To: Snider, Holley <[e-mail]>
Subject: Peralto
Hey Holley,
Just checking in on this Living Shoreline that could have been a GP if not for the objections.
Thanks,

ID: A26F7FFA-F170407A-80DB-90387C23550A
ROY COOPER
Goye or
ELIZABETH S. BISER
Secretory
S. DANIEL SMITH
Dimcmr
Town of Carolina Beach
Attn: Bruce Oakley
1121 Lake Park Blvd.
Carolina Beach, NC 28428
NORTH CAROLINA
Ett.nnmitnmf Quafty
December 10, 2021
RECEIVED
DEC 1 3 2021
DWR # 19890051v4
New Hanover County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
110 Carl Winner Drive —Carolina Beach Marina Renovations
Dear Mr. Oakley:
You have our approval for the impacts listed below for the purpose described in your application dated
April 20, 2021 and received by the Division of Water Resources (Division) July 16, 2021 with subsequent
information on October 13, 2021. These impacts are covered by the attached Water Quality General
Certification Number 4175 and the conditions listed below. This certification is associated with the use
of the General Permit Number 198000291 once it is issued to you by the U.S. Army Corps of Engineers
and the LAMA Major Permit when issued by the Division of Coastal Management. Please note that you
should get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
The Division has determined that the proposed project will comply with water quality requirements
provided that you adhere to the conditions listed in the enclosed certification and to the additional
conditions itemized below.
The following proposed impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Open Waters- soft bottom
0.81 acres dredged for
N/A
substrate
maintenance
'See Project narrative, sheets
0.07 acres filled for
N/A
C1-5, sheet S1-6, and the pre-
bulkhead construction
construction survey
D_E Q North Carolina Department of Environmental Quality I Division of Water Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I WilmUgton, North Carolina 28405
'���+.� 910.7%.7215

Town of Carolina Beach Marina Renovations
DocuSign Envelope ID: A26F7FFA-F170-407A-80DB-903B7C23550A DWR Project g198900510
Page 2 of 5
This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of this Certification. If you change your project,
you must notify the Division and you may be required to submit a new application package with the
appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is
responsible for complying with all conditions. 115A NCAC 02H .0507(d)(2)].
If you are unable to comply with any of the conditions of the attached Water Quality General
Certification or with the additional conditions itemized below, you must notify the Wilmington Regional
Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee
becomes aware of the circumstances.
The permittee shall report to the Wilmington Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
Additional Conditions:
1. All mechanized equipment operated near surface waters shall be inspected and maintained regularly
to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic
materials. Construction shall be staged in order to minimize the exposure of equipment to surface
waters to the maximum extent practicable. Fueling, lubrication and general equipment maintenance
shall be performed in a manner to prevent, to the maximum extent practicable, contamination of
surface waters by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 028.0211(12)]
2. The Permittee shall adhere specially to 15A NCAC 02B .0222 Tidal Salt Water Quality Standards for
Class SB Waters; (1) The best usage of waters classified as SB shall be primary contact recreation and any
other usage specified by the "SC" classification;
15A NCAC 02B .0220 (9) Metals:
(a) With the exception of mercury and selenium, acute and chronic tidal salt water quality
standards for metals shall be based upon measurement of the dissolved fraction of the
metals. Mercury and selenium shall be based upon measurement of the total recoverable
metal;
(b) With the exception of mercury and selenium, acute and chronic tidal saltwater quality
aquatic life standards for metals listed in this Sub -Item shall apply as a function of the
pollutant's water effect ratio (WER). The WER shall be assigned a value equal to one unless
any person demonstrates to the Division in a permit proceeding that another value is
developed in accordance with the "Water Quality Standards Handbook: Second Edition"
published by the US Environmental Protection Agency (EPA-823-B-12-002). Alternative
site -specific standards may also be developed when any person submits values that
demonstrate to the Commission that they were derived in accordance with the "Water
Quality Standards Handbook: Second Edition, Recalculation Procedure or the Resident
Species Procedure."
(c) Acute and chronic tidal salt water quality metals standards shall be as follows:
(i) Arsenic, acute: WER- 69 ug/I;
00 Arsenic, chronic: WER. 36 ugh
EZCElaVED
DEC 1 3 2021

Town of Carolina Beach Marina Renovations
Envelope ID: A26F7FFA-F170-407A-BODB-903B7C23550A DWR Project#19890051v4
Page 3 of 5
(iii) Cadmium, acute: WER• 40 ug/l;
(iv) Cadmium, chronic: WER• 8.8 ug/l;
(v) Chromium VI, acute: WER• 1100 ug/I;
(vi) Chromium VI, chronic: WER• 50 ug/l;
(vii) Copper, acute: WER• 4.8 ug/I;
(viii) Copper, chronic: WER• 3.1 ug/l;
(ix) Lead, acute: WER• 210 ug/l;
(x) Lead, chronic: WER• 8.1 ug/l;
(xi) Mercury, total recoverable, chronic: 0.025 ug/l;
(xii) Nickel, acute: WER• 74 ug/l;
(xiii) Nickel, chronic:. WEIR. 8.2 ug/l;
(xiv) Selenium, total recoverable, chronic: 71 ug/l;
(xv) Silver, acute: WER• 1.9 ug/l;
(xvi) Silver, chronic:. WER• 0.1 ug/l;
(xvii) Zinc, acute: WER• 90 ug/l; and
(xviii) Zinc, chronic: WER• 81 ug/l;
(d) Compliance with acute instream metals standards shall only be evaluated using an average
of two or more samples collected within one hour. Compliance with chronic instream
metals standards shall only be evaluated using averages of a minimum of four samples
taken on consecutive days, or as a 96-hour average;
(12) pH: shall be normal for waters in the area, which generally shall range between 6.8 and 8.5
except that swamp waters may have a pH as low as 4.3 if it is the result of natural conditions;
(19) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity exceeds this
level due to natural background conditions, the existing turbidity level shall not be increased. [15A
NCAC 02B .0220 (9)(a-d)(12)(19)]
3. The Permittee shall adhere specially to 15A NCAC 02B .0208 Standards for Toxic Substances and
Temperature for Arsenic: 10 micrograms/I (measured as Total Arsenic) [15A NCAC 02B .0208 (a)(2)(B)(ii)]
4. Samples shall be collected at prior to the initiation of dredging, midway of the dredge process (one-
half spoil quantity has been removed) and within 48 hours of removal of the turbidity curtain to ensure
compliance with the Tidal Salt Water Quality Standards for Class SB Waters [15A NCAC 02H .0507(c)]
5. The Permittee shall maintain a record of the equipment calibration and sample results at the required
sampling intervals. [15A NCAC 02H .0507(c)]
6. The Permittee shall take all necessary measures to contain the dredge spoil material in a manner that
prevents effluent water from discharging to or entering adjacent surface waters. Dewatering of the spoil
containment site is not authorized. (15A NCAC 02B .0230]
7. If the USACE is requesting for a submission of an "As -built' survey, please provide a copy of the
survey(s) to the DWR within 30 days of completing the project. [15A NCAC 02H .0507(c)]
8. All backfill material shall be obtained from a high ground source and confined landward of the
permitted bulkhead. [15A NCAC 02H .0501 and .0502 and 15A NCAC 02H .0506-(b)(1)-(3)]
RECERJED
DEC 1 3 2021
s? SECTION E.911D

Town of Carolina Beach Marina Renovations 1W
DocuSign Envelope ID: A26F7FFA-F170-407A-80DB-90387C23550A DWR Project #19890051v4
Page 4 of 5
9. All backfill will consist of clean, earthen material free of any pollutants except in trace quantities.
Metal products, organic materials, rock, concrete, bricks, or other non -earthen debris shall not be used.
[15A NCAC 02H .0506 (b)(1)-(3)]
10. Concrete construction materials used for bulkhead components, such as deadman anchors, tie -back
systems and concrete caps, shall be managed in a manner that prevents contact with waters of the
State. A dry work area shall be maintained to prevent direct contact between curing concrete and
adjacent surface water. Water that inadvertently contacts uncured concrete shall not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills. Any water
that contacts uncured concrete shall be captured, treated, and disposed of properly. [15A 02H .0506(b);
15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.51
Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of
Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set
forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina
Administrative Code. Additional information regarding requirements for filing a Petition and Petition
forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.
Sincerely,
E1Dxuftmd br.
6MUa salA.t,�. -Uvj
E3AeA14AC7DC434-.
Morelia Sanchez -King
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ— WiRO
Enclosures: GC 4175
cc: Cameron Luck, DCM Morehead City Office, EC
Greg Currey, USACE Wilmington Regulatory Field Office, EC
Mark Weiss, Consultant, EC q " ' L
DWR 401 & Buffer Permitting Branch file-LF
WiRO
GEC ^ 3 % ?i
MP SECTION MHD

MEMORANDUM
To: Gregg Bodnar
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, Carolina Beach
Marina Renovations, New Hanover County
Date: December 21, 2021
This project appears to be consistent with the Town of Carolina Beach Land Use
Plan.
The applicant proposes to excavate and renovate the southern and eastern portions of an
existing municipal marina facility including replacement and relocation of all fixed and
floating docks, replacement of sidewalks and installation of a new bulkhead within the
Carolina Beach Yacht Basin at 110 Carl Winner Drive.
Areas of Environmental Concern (AEC's) impacted by the proposal are EW, ES and
PTA. The Waters at the project site are classified as SB and are not open to the
harvesting of shellfish. The area is not a Primary Nursery Area.
I have reviewed this proposal for consistency with the Carolina Beach Land Use Plan and
offer the following comments.
The AECs impacted by the work are classified as Marina Mixed Use, Commercial I and
Conservation.
In general, the Town of Carolina Beach allows development in Marina Mixed Use,
Commercial 1 and Conservation classified AECs which is consistent with the State's
minimum use standards. The Town of Carolina Beach Land Use Plan contains some
policies, which exceed the State's minimum use standards. However, none of these
standards appear to be applicable to this proposal.
This project appears to be consistent with the Town of Carolina Beach Land Use Plan.
Cc: File RECEIVE®
DEC 2 1 2021
MP SECTION MHD

ROY COOPER
c^z:cr
AIICHAEL S. REGAN
star:.,.'
BRA%TON DAVIS
Harr: CAROL ir:A
.:n:.ronmenlst 4erLty
January 7, 2022
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04.16-33)
greaa.bodnar(a)ncdencgov
SUBJECT: CAMA Major Permit Renewal Review
Applicant: Gwenn Hedrick (ft9nplj ACondominiums LLC.) Permit No: 122-10
Project Location: 236 Blackwell Point Loop Rd., in Oriental, Pamlico County
DCM has determined that no substantial development has occurred since the last permit action, therefore, this
project does not qualify for a renewal under CRC rule 15A NCAC 07J.0404(b). However, subsection (c) allows
the Division of Coastal Management to circulate the request to the state agencies to determine if any changes
in circumstances or in development standards warrant a new application and CAMA major permit
review. DCM is not aware of any proposed changes to the previously authorized project.
Please indicate below your agency's position or viewpoint on the proposed renewal request and return this
form to Gregg Bodnar at the address above by January 28, 2022. If you have any questions regarding the
proposed project, contact Kelly Spivey [phone]. When appropriate, in-depth comments with supporting
data is requested.
REPLY:
PRINT NAME
AGENCY
SIGNATURE
DATE
X This agency has no objection to the renewal request as proposed.
"Additional comments may be attached"
This agency has determined that circumstances or development standards have
changed and warrant a new CAMA major permit application review. See attached.
Lee Padrick
NC Commerce
1-7-22
PE'CE6VED
JAN 7 2022
NIP SECTION MAIM
St�eafNonh r^,c• , Ecsaan3E�1 Qwtityl CauClh_�na-®ezt
400 Came A%x Moah" City. NC 25557=252) 803--2905

Bodnar, Gregg
From:
Currey, Gregory E CIV USARMY CESAD (USA) <[e-mail]>
Sent:
Friday, August 20, 2021 10:05 AM
To:
[e-mail]; [e-mail], [e-mail];
[e-mail], Tranter, Kent W CIV USARMY CESAW (USA); Horton, James
Todd CIV USARMY CESAW (USA); Arnette, Justin R CIV USARMY CESAW (USA); DCR -
Environmental_Review, Bowers, Todd; [e-mail]; [e-mail];
fritz.rohde; [e-mail]; Twyla Cheatwood; Ellis, John; Snider, Holley;
MacPherson, Tara; Howell, Jonathan; Wojoski, Paul A; Bodnar, Gregg; Hall, Bryan L
Subject:
[External] SAW 2021-01556 Town of Carolina Beach Marina Renovation and Dredging
Attachments:
TownofCB.MarinaRenovation.drawings.pdf; 2021-01556 Reduce Application
TownofCB.Mari naRenovation.bio.narr.app.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Soam.
All,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management (NC
DCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and BioReport for
the subject project. The attached notice requests federal agency comments on this project by September 20, 2021.
The proposed project would be located in Waters adjacent to the Carolina Beach Yacht Basin at 110 Carl Winner Drive in
Carolina Beach, New Hanover County, North Carolina.
The applicant proposes to excavate and renovate the southern and eastern portions of an existing municipal marina
facility including replacement and relocation of all fixed and floating docks, replacement of sidewalks, and installation of
new bulkheads within the Carolina Beach Yacht Basin. The marina will have a total of 31 formalized boat slips and 3
transient slips.
The proposal is Phases 4 and 5 of the Town of Carolina Beach Plan (Town), which will consist of reconfiguring the
southern and eastern side of the old docking facility with new floating docks, finger piers and fixed platforms for a total
of 22 formalized slips on the southern and eastern side with 3 transient slips on the western side. The marina will have a
total of 34 boat slips. Beginning on the southwest corner of the parcel a platform measuring 20 ft. in length by 10 ft. in
width will provide access via a ramp to a floating dock measuring 180 ft. long and ranging in width from 6 ft. to 15 ft.
running parallel to the bulkhead. Five finger piers measuring 42 ft. long by 6 ft wide extend perpendicular to the
bulkhead providing docking space to slips 1-S through 8-5. An additional access ramp extends to a fixed platform 20 ft.
long by 20 ft. wide in the southeastern corner of the basin. This platform provides additional access via ramp to a
floating dock running parallel to the eastern bulkhead measuring 332 ft. long and ranging in width from 8 ft. to 16 ft.
wide. Four finger piers measuring 24 ft. long by 6 ft. wide extend perpendicular to the bulkhead providing docking space
to slips 1-E through 10-E. Landward of slip 5-E an additional 10 ft. long by 7 ft. wide fixed platform provides additional
access from the high ground via ramp. Three additional finger piers measuring 34 ft. long by 6 ft. wide, 38 ft. long by 6 ft.
wide, and 22 ft. long by 6 ft. wide provide access to slips 11-E through 14-E. A total of 29 new pilings will be installed, 17
of these are tie pilings. Temporary pilings may be required for boats that need to be relocated during construction and
the Town of Carolina Beach will coordinate with the Division of Coastal Management (DCM). The application states that
there are no fuel dispensing operations on site and there will not be overnight or live -aboard dockage allowed. The
application also states that no new structures will be installed past the USACE Federal Channel setback.

e5 -
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Dftwor
Ardurra Group North Carolina
Mark Weiss
[e-mail]
Dear Ms. Weiss,
NORTH CAROLINA
Environmental Quadty
December 20, 2021
This letter is in reference to the application submitted for the Town of Carolina Beach, for a
Coastal Area Management Act Major Permit to undertake development activities to expand an
existing marina and dredge footprint, in New Hanover County.
Although processing of the application is nearing completion, additional time is needed for this
office to complete the review and make a decision on your request. Therefore, it is necessary that
the standard review time be extended. An additional 75 days is provided by G.S. I I3A-122(c)
which would make March 3, 2022 the new deadline for reaching a decision on your request.
However, we expect to take action prior to that time and will do so as soon as possible. In the
interim, should you have any question on the status of your application, do not hesitate to contact
me by phone [phone] ext. 215) or e-mail ([e-mail]).
Cc: DCM WiRO
Sincerely,
Gregory W. Bodnar
Assistant Major Permits Coordinator
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.808.2808

C�
Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Monday, December 20, 2021 8:11 AM
To:
Mark Weiss
Cc:
Hall, Bryan L, Pietila, Tanya K
Subject:
Carolina Beach Marina Extension
Attachments:
Carolina Beach Marina 86-18MM EXT.pdf
Morning Mark,
As promised above is the extension. Getting comments back now and should be moving along quickly since they are
minimizations. But due to the holidays I don't expect a majority of them to be back until after the new year. If it is any
assistance a permit issued after the new year will be good until December 31, 2025 whereas a permit issued this month
will only be good till Dec 31, 2024. We are working on rule language to remove this quirk and make it more equitable
regardless of issue date. But in the mean time there is a benefit to a 2022 issue date.
Thanks,
Gregg
:....� D_EQ��
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 225 (Office)
Grc%c.Bodnnr a ncdenr.p, v
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Dlrecmr
Ardurra Group North Carolina
Mark Weiss
[e-mail]
N '
NORTH CAROLINA
Enyhwvnental QuaBty
December 13, 2021
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal the Town
of Carolina Beach, in New Hanover County
Dear Mr. Weiss:
This letter is in response to the above referenced CAMA permit application, which was accepted
as complete by the Division's Washington office on July 8, 2021.On September 16, 2021,
processing of your application was placed on hold pending a request for additional information
concerning the Division of Water Resources' request avoidance and minimization for the marina.
With the acceptance of the DWR certification issued December 10, 2021, processing of your
permit application has officially resumed. The revised projected 75-day deadline for making a
decision is December 18, 2021.
Please feel free to contact me by phone at [phone] ext. 215 if you would like to discuss
this matter further.
CC: DCM WiRO
D_ R
Sincerely,
Gregg Bodnar
Assistant Major Permits Coordinator
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
2528082808

Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Monday, December 13, 2021 8:54 AM
To:
Mark Weiss
Cc:
Hall, Bryan L
Subject:
Carolina Beach Marina
Attachments:
Town of CB -Marina (Off Hold).pdf
Morning Mr. Weiss,
Please see above for the off hold letter and the adjusted 75 day date. With the certification from DWR I have sent the
updated plans to the resource agencies for review. With the 75 day date this week I will have to extend the project. I
will pass along the updated 150 day date here shortly.
Regards,
Gregg
�iw.m.r,,.v✓vim D E
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 (Office)
Gregg.8odnar ncdenr.gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

� 4 ow
Bodnar, Gregg
From: Bodnar, Gregg
Sent: Monday, December 13, 2021 8:44 AM
To: 'Currey, Gregory E CIV USARMY CESAD (USA)'; Harding, Kimberlee k; Dunn, Maria T.;
Miles Murphy; Christenbury, Mike; Cox, Heidi; Hall, Christine; Sams, Dan
Cc: Snider, Holley
Subject: FW: [External] TOCB Permit Modification - Permit 86-18
Attachments: DCM-M P-2_Excavation_and_Fi I I_-_rev_l .pdf;
CAMA_Major_Narrative_Letter_to_NCDEQ_-_Revised.pdf; CB Sediment Sample
Locations.pdf, CB Marina PreConstruction Survey_2021-Rev 1.pdf;
CAMA_Tra ns m itta I_Fo rm_10.13.21.pd f
Morning all,
After consultation with DWR the applicant has revised the workplans to reflect the consultation with DWR. If any
previously provided comments have changed please resubmit.
Thanks,
Gregg
Cyr_
Ginwbwad MrvnnYatDw'ry\ /_
v ,
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 21S (Offlce)
Gre8g.8odnar ncdenr.gov_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss <[e-mail]>
Sent: Wednesday, October 13, 20212:41 PM
To: MacPherson, Tara <[e-mail]>
Cc: Hall, Bryan L <[e-mail]>; Bodnar, Gregg <[e-mail]>; Paula Kempton
<[e-mail]>; Ben Meister<[e-mail]>; Snider, Holley
<ho I ley.sn ider@ ncde n r.gov>
Subject: [External] TOCB Permit Modification - Permit 86-18
CAUTION: External email. Do not 11 click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam. .
Ta ra,
Please find the attached documents for the TOCB Boat Basin Permit 86-18 Modification. Attached are the following that
were modified in our response to DWR's RFI Dated 9/15/21.
1. Transmittal Letter

2. Revised Project Narrative
3. Revised MP2 — Items modified are initialed
4. Revised Pre -Construction survey with new dredge sections for a dredge depth of =8 (-6' + -2')
5. Sample and Test results for the spoil in the TOCB Boat Basin
If you require hard copies to be delivered to your office, please let me know and we sill get those to you shortly.
Thank you again for working with us and please let me know if you have any questions.
Thank you,
Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweissno.ardurra.com
O: 910.397.2929
M:910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
I0LI■I

DocuSign Envelope ID: B7D1B5BC-82E747BF-8A65-5CEE625D019C
r
ARDURRA
COLLABORATE. INNOVATE. CREATE.
October 13, 2021
Mrs. Holley Snider
NC Division of Water Resources
127 Cardinal Dr Extension
Wilmington, NC 28405
Re: Response to DWR Request for Information
Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18
Carolina Beach, NC
RECEVED
OCT 1 4 2021
PAP SECTION NIM
ARDURRA Group North Carolina is pleased to submit herein our response for the requested of
additional information by Division of Water resources for the Modification to the Existing CAMA
Major Permit No. 86-18 as an authorized agent for the Town of Carolina Beach. The request for
additional information was dated September 14, 2021 and was provided to the Town of Carolina
Beach and Ardurra via email on September 15, 2021.
This letter serves as the response to the two items identified within that request for information.
All additional information listed in the below is being incorporated into revised MP forms and a
revised narrative and provided to NC Division of Coastal Management. This submission is to be
provided to DCM no later than October 13, 2021.
ITEM 1: AVOIDANCE AND MINIMIZATION
This permit modification only applies to the south and east sides of the boat basin and does not
attempt to modify the previously permitted dredge area on the western portion of the boat basin
which has a permitted dredge depth of -11 NWL as indicated within CAMA Major Permit 86-18.
The Town of Carolina beach has reviewed the vessels currently utilizing the south and east sides
of the boat basin. Based on the provided vessel drafts, the Town will modify the proposed
Ardurra Group North Carolina
3809 Peachtree Avenue, Suite 102 1 Wilmington, NC 28403 1 910.397.2929 1 www.ardurra.com

DocuSign Envelope ID: B7D1 B5BC-82E7-47BF-8A65-5CEE625D019C
October 13, 2021
Page 2
permitted dredge depth on the south and east side to a final dredge depth of -8 feet NAD83 (-6
feet plus -2 foot over dredge allowance).
In summary the revised dredge quantity for the southern and eastern dredge areas to the depth
outlined above is 1,150 CY to -6' NAD83 and 2,790 CY to -8' NAD83.
ITEM 2: PROPOSED METHOD OF AND DISPOSAL OF DREDGE SPOIL
The request for information requested additional information/clarification on the dredge
methodology, disposal area, and possible contamination of spoil.
Dredge Methodology
Based on conversations with the Town, CAMA, DWR and prospective contractors, dredging will
be completed by mean of mechanical dredging using an environmental "clamshell" style bucket.
The dredge spoil will be placed in drying pens on the high ground contractor laydown more than
30 feet from the HWL. The laydown area is currently identified within the permit package and is
located adjacent to Carl Winner Dr. Standard erosion and sedimentation control measures will be
placed around the drying pens and the laydown area, as shown within the permit package
drawings, to control stormwater runoff. Once the material has dried, the material will be
transported to a permitted and approved disposal site by means of a dump truck with a debris
cover.
Disposal Area
The Town will coordinate with the contractor to identify an approved and permitted disposal area
that has sufficient volume and permitted to take the dredge material. For the most recent dredge
completed in June of 2018 of 1,000 CY within the basin, the contractor reached an agreement and
disposed of the material at the New Hanover County Landfill. Since the material proposed to be
removed is of similar quality, and containing of similar levels and types of contaminants (see
below), the Town has a reasonable expectation that an agreement with the NHC Landfill can be
reached by the contractor or the contractor will be able to secure a consistent agreement with a
private permitted spoil disposal area.
Dredging activities would not commence until the permitted disposal site has been identified and
CAMA and other permitting agencies have been notified and approval from the regulatory
agencies received by the Town.
moil Contamination
The previous contractor and engineering team previously commissioned TI Costal to obtain and
complete laboratory test samples within the Boat Basin and refera' 6@LTE NDhe adjacent
OCT 1 rl pool

DocuSign Envelope ID: B7D1B5BC-82E7-37BF-8A655CEE625D019C
October 13, 2021
Page 3
areas of the ICW. The dredge spoil was found to have contaminants listed within 40CFR 261.24,
40 CFR 261.30-261.33. The sampling locations and test results are attached.
SUMMARY:
Ardurra will update the appropriate CAMA major permit forms, the project narrative and the
dredge volume calculations as directed by DCM, with the comments addressed within this
response. These updates will be provided to DCM no later than October 13, 2021.
The Town of Carolina Beach Commercial Marina has been in operation for nearly a decade, and
the proposed repair, replacements, and improvements are necessary for the marina to continue
to provide commercial water access for charter captains and their guests. The Town views DWR
and DCM as important stakeholder in the project and will coordinate with DCM throughout the
construction process.
Respectfully Submitted,
ed by: C
DocuSignUjuss
F8154E6DD835445...
Mark F. Weiss, PE
Structural Group Leader
Encl: 1. Sampling Testing Information — Carolina Beach Boat Basin
CC: Tara MacPherson
Gregg Bodner
RE.— C.: P�'EgiV"r
0 CT 1 4 2021
[`ivy S�CT10AN MHD

", I aceAnalytical a
m»xpo�a6sun»,
Pace Analytical Services, LLC
9800 KnceyAve. Suite 100
Huntersville, NC 28078
(704)B75-9092
May 19, 2017
Jamie Pratt
TI Coastal
9111-8 Market Street
Wilmington, NC 28411
RE: Project: CAROLINA BEACH
Pace Project No.: 92339655
Dear Jamie Pratt:
Enclosed are the analytical results for sample(s) received by the laboratory on May 05, 2017. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Angela Baioni
[e-mail]
[phone]
Project Manager
Enclosures
ECEVEl
OCT 1 4 2021
�ce1r�
a REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
,,e 0 without the written consent of Pace Analytical Services, LLC. Page 1 of 32

I
�; _'' aceAna�yiical
.1✓�11!p8(R1864EriR
Pace Analytical Services, LLC
9800 Kncey Ave. Spite too
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Project: CAROLINA BEACH
Pace Project No.: 92339655
Green Bay Certification IDs
1241 Bellevue Street, Green Bay, WI 54302
Virginia VELAP ID: 460263
Flodda/NELAP Certification #: E87948
South. Carolina Certification #: 83006001
Illinois Certification M 200050
Texas Certification #: T104704529-14-1
Kentucky UST Certification #: 82
Wisconsin Certification M 405132760
Louisiana Certification #: 04168
Wisconsin DATCP Certification #: 105-444
Minnesota Certification #: 055-999-334
USDA Soil Permit#: P330-16-00157
New York Certification #: 12064
Federal Fish & W ldlife Permit #: LE51774A-0
North Dakota Certification #: R-150
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
South Carolina Certification #: 99006001 .
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
VirginiaA/ELAP Certification #: 460222
cCEIVE,D
OCT 1 4 2021
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 32

' eAnalOcal
� -- wwwpateleDs:tmn.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: CAROLINA BEACH
Pace Project No.: 92339655
Lab ID
Sample ID -
Method
Analysts
Analytes
Reported
Laboratory
92339655001
2017-GS-CBB1
EPA 8081
RES
24
PASI-C
9071B
JMS
1
PASI-C
' MADEP EPH
PKS
7
PASI-C
MADEP VPH
WDV
5
PASI-C
EPA 6010
SH1
12
PASI-A
EPA 7471
WAB
1
PASI-A
EPA 8270 by SIM
BPJ
21
PASI-C
ASTM D2974-87
KDF
1
PASI-C
EPA9060Modified
TJJ
4
PASI-G
92339655002
2017-GS-CBB2
EPA 8081
RES
24
PASI-C
-
9071B
JMS
1
PASI-C
MADEP EPH
PKS
7
PASI-C
MADEP VPH
WDV
5
PASI-C
EPA 6010
SH1
12
PASI-A
EPA 7471
WAB
1
PASI-A
EPA 8270 by SIM
BPJ
21
PASI-C
ASTM D2974-87
KDF
1
PASI-C
EPA 9060 Modified
TJJ
4
PASI-G
92339655003
2017-GS-CBB3
EPA 8081
RES
24
PASI-C
9071B
JMS
1
PASI-C.
MADEP EPH
PKS
7
PASI-C
MADEP VPH
WDV
5
PASI-C
EPA 6010
SH1
12
PASI-A
EPA 7471
WAB
1
PASI-A
EPA 8270 by SIM
BPJ
21
PASI-C
ASTM D2974-87
KDF
1
PASI-C
EPA 9060 Modified
TJJ
4
PASI-G
RECOVED
OCT 1 n 2021
POP 'SECTION MaD
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in Full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 32

aceAnalyiical®
HNMt(18CB186SC0±!1.
Pace Analytical Services, LLC
9800 Kincey Ave. Sbite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINABEACH
Pace Project No.: 92339656
Sample: 2017-GS-CBB1
Lab ID: 92339655001 Collected: 05/05/17
13:15
Received: 05/05117 16:15 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results
Units
Report Limit
OF
Prepared
Analyzed
CAS No.
Qual
8081 GCS Pesticides
Analytical Method: EPA 8081
Preparation Method: EPA 3546
-
Aldrin
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
309-00-2
alpha-BHC
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
319-84-6
beta-BHC
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
319-85-7
delta-BHC
ND
ug/kg
31.2
5
05/09/17 07:05
05/18117 05:26
319-86-8
gamma-BHC (Lindane)
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
58-89-9
Chlordane (Technical)
NO
ug/kg
109
5
05/09/17 07:05
05/18/17 05:26
57-74-9-
4,4'-DOD
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
72-54-8
4,4'-DDE
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
72-55-9
4,4'-DDT
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
50-29-3
Dieldrin
NO
ug/kg -
31.2
5
05/09/17 07:05
06/18/17 05:26
60-57-1
Endosulfan I
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
959-98-8
Endosulfan II
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
33213-65-9
Endosulfan sulfate
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
1031-07-8
Endrin
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
72-20-8
Endrin aldehyde
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 06:26
7421-93-4
Endrin ketone -
NO
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
53494-70-5
Heptachlor
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
76-44-8
Heptachlor epoxide
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
1024-57-3
Hexachlorobenzene
ND
ug/kg
31.2
5
05/09/17 07:05
05/18/17 05:26
118-74-1
Methoxychlor
_ ND
ug/kg
77.9
5
05/09/17 07:05
05/18/17 05:26
72-43-5
Mirex
ND
ug/kg
77.9
5
05/09/17 07:05
05/18/17 05:26
2385-85-5
Toxaphene
ND
ug/kg
109
5
05/09/17 07:05
05/18/17 05:26
8001-35-2
Surrogates
-
Tetrachloro-m-xylene (S)
0
%
35-108
5
05/09/17 07:06
05/18/17 05:26
877-09-8
D3,S5
Decachlorobiphenyl(S)
61
%
21-123
5
05/09/17 07:05
05/18/17 05:26
2051-24-3
9071 SGT-HEM, TPH
Analytical Method: 9071 B Preparation Method:
9071 B
Total Petroleum Hydrocarbons
NO
mg/kg
218
1
05/09/17 06:20
05/09/17 14:38
MADEP EPH NC Soil
Analytical Method:
MADEP EPH Preparation Method: MADEP EPH
Aliphatic (C09-C18)
NO
mg/kg
31.2
1
05/09/17 11:48
05/15/17 23:56
N2
Aliphatic (Cl 9-C36)
NO
mg/kg
31.2
1
05/09/17 11:48
05/15/17 23:56
N2
Aromatic(Cll-C22)
ND
mg/kg
31.2
1
05/09/17 11:48
05/15/1723:66
-
N2
Surrogates
Nonatriacontane (S)
- 51
%
40-140
1
05/09/17 11:48
06/16/17 23:56
7194-86-7
o-Terphenyl(S)
81
%
40-140
1
05/09/17 11:48
05/15/17 23:56
84-15-1
2-Fluorobiphenyl (S)
ill
%
40-140
1
06/09/17 11:48
05/15/17 23:56
321-60-8
2-Bromonaphthalene (S)
101
%
40-140
1
05/09/17 11:48
05/15/17 23:56
580-13-2
VPH NC Soil Analytical Method: MADEP VPH Preparation Method: MADEP VPH
Aliphatic(C05-008) NO
mg/kg
79.5
1
05/09/17 08:55
05/10/17 09:43
N2,P4
Aliphatic (C09-C12) NO
. mg/kg
79.5
1
05/09/17 08:55
05/10/17 09:43
N2,P4
Aromatic (C09-Cl 0) NO
-mg/kg
79.5
1
05/09/17 08:55
05110/1709:43
N2,P4
Surrogates
4-Bromofluorobenzene
o/
70-130
1
05/09/17 08:55
05/10/17 09:43 460-00-4
"
• GI �'4-Bromofluorobenzene ( La�I9
70-130
1
05/09/17 08:65
05/10/17 09:43 460-00-4
M 1 4 2021 REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM MP SEC'TI®R, oy(written consent of PaAnalytical Services, LLC. Page 4 of 32
Ole ce

aceAnalytical®
- wx+rpsgeleDscan.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINA BEACH
Pace Project No.: 92339655
Sample: 2017-GS-CBB1 Lab ID: 92339655001 Collected: 06/06/17 13:15 Received: 06105/1716:15 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3050
Antimony
ND
mg/kg
1.2
1
05/10/17 17:05
05/13/1717:55
7440-36-0
Arsenic
17.8
mg/kg
2.4
1
05/10/17 17:05
05/13/17 17:55
7440-38-2
Beryllium
0.43
mg/kg
0.24
1
05/10/17 17:05
05/13/1717,55
7440-41-7
Cadmium
ND
mg/kg
0.24
1
06/10/1717:05
05/13/17 17:55
7440-43-9
Chromium
33.8
mg/kg
1.2
1
05/10/17 17:05
05/13/1717:56
7440-47-3
Copper
71.0
mg/kg
1.2
1
05/10/17 17:05
05/1311717:56
7440-50-8
Lead
29.0
mg/kg
1.2
1
05/10/17 17:05
05/13/17 17:55
7439-92-1
Nickel
5.5
mg/kg
1.2
1
05/10/17 17:05
05/13/17 17:55
7440-02-0
Selenium
ND
mg/kg
2.4
1
06/10/1717:05
05113/1717:55
7782-49-2
Silver
ND
mg/kg
1.2
1
05/10/1717:06
05/13/17 17:55
7440-22-4
Thallium
ND
mg/kg
2.4
1
05/10/17 17:05
05/13/17 17:55
7440-28-0
Zinc
147
mg/kg
2.4
1
05/10/17 17:05
05/13/17 17:55
7440-66-6
7471 Mercury
Analytical Method: EPA 7471
Preparation Method: EPA 7471
Mercury
0.033
mg/kg
0.0079
1
05/11/17 04:30
05/16/17 17:48
7439-97-6
8270 MSSV MW PAH by SIM
Analytical Method: EPA 8270
by SIM Preparation Method: EPA 3546
Acenaphthene
ND
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22,02
83-32-9
Acenaphthylene
ND
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
208-96-8
Anthracene
ND
ug/kg
31.2
1
05/09/17 10:15
05/16/17 22:02
120-12-7
Benzo(a)anthracene
131
ug/kg
3L2
1
06/09/17 10:15
05/15/17 22:02
56-55-3
Benzo(a)pyrene
176
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22,02
50-32-8
Benzo(b)0uoranthene
302
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
205-99-2
Benzo(g,h,i)perylene
116
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
191-24-2
Benzo(k)Fluoranthene
106
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
207-08-9
Chrysene
194
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
218-01-9
Dibenz(a,h)anthracene
34.0
ug/kg
31.2
1
06/09/17 10:15
05/15/17 22:02
53-70-3
Fluoranthene
353
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
206-44-0
Fluorene
ND
ug/kg
31.2
1
05/09/17 10:15
05/16/17 22:02
86-73-7 -
Indeno(1,2,3-od)pyrene
116
ug/kg
31.2
1
05/09/17 10:15
05/1511722:02
193-39-5
1-Methylnaphthalene
ND
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
90-12-0
2-Methylnaphthalene
ND
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
91-57-6
Naphthalene
NO
ug/kg
31.2
1
05/09/17 10:15
06/16/17 22:02
91-20-3
Phenanthrene
ill
ug/kg
31.2
1
05/09/17 10:15
05/1511722:02
85-01-8
Pyrene
314
ug/kg
31.2
1
05/09/17 10:15
05/15/17 22:02
129-00-0
Surrogates
Nitrobenzene-d5 (S)
45
%
10-128
1
05/09/17 10:15
05/15/17 22:02
4165-60-0
2-Fluorobiphenyl(S)
36
%
10-110
1
05/09/17 10:15
05/15/17 22:02
321-60-8
Terphenyl-dl4 (S)
46
%
39-119
1
05/09/17 10:15
05/15/17 22:02
1718-51-0
Percent Moisture Analytical Method: ASTM D2974-87
Percent Moisture
67.9 W 0.10 1
REPORT OF LABORATORY ANALYSIS
05/09/17 08:14
PtEd
0CT 1 4 2021
Date: 05/19/2017 04:38 PM
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 32

a`ceAnalytieal
-' awxpecefe6scan.
Pace Analytical Services, LLC
9800 Kinsey Ave. Sbite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINA BEACH
Pace Project No.: 92339655
Sample: 2017-GS-CBB1 Lab ID: 92339655001 Collected: 05/05/17 13:15 Received: 06/06/17 16:15 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted forpercent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Total Organic Carbon Analytical Method: EPA 9060 Modified
Surrogates
RPD%
1.0
%
0.10
1
06/16/1710:42
Total Organic Carbon
45400
mg/kg
40900
1
05/15/17 10:42 7440-44-0
Total Organic Carbon
45900
mg/kg
39200
1
05/15/17 10:48 7440-44-0
Mean Total Organic Carbon
45600
mg/kg
40100
1
05/1511710:42 7440-44-0
0CT 1 4 2021
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, U.C.
Page 6 of 32

a'caAnalytical"
- . wwx:paaileba:oan,.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINA BEACH
Pace Project No.: 92339655
Sample: 2017-GS-CBB2
Lab ID: 92339655002
Collected: 05/05/17 14:30
Received: 05/05/17 16:15 Matrix:- Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results
Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
8061 GCS Pesticides
Analytical Method: EPA 8081 Preparation Method: EPA 3546
Aldrin
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
309-00-2
alpha-BHC -
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
319-84-6
beta-BHC
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
319-85-7
delta-BHC
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
319-86-8
gamma-BHC (Lindane)
NO
ug/kg
27.1
5
06/09/17 07:05
05/18/17 05:44
58-89-9
Chlordane (Technical)
ND
ug/kg
94.7
5
05/09/17 07:05
05/18/17 05:44
57-74-9
4,4'-DDD
- NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
72-54-8
4,4'-DDE
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
72-55-9
4,4'-DDT
ND
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
50-29-3
Dieldrin
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
60-57-1
Endosulfan I
ND
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
959-98-8
Endosulfan II
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
33213-65-9
Endosulfan sulfate
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
1031-07-8
Endrin
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
72-20-8
Endrin aldehyde
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
7421-93-4
Endrin ketone
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
53494-70-5
Heptachlor
NO
ug/kg
27.1
5
65/09/17 07:05
05/18/17 05:44
76-44-8
Heptachlor epoxide
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
1024-57-3
Hexachlorobenzene
NO
ug/kg
27.1
5
05/09/17 07:05
05/18/17 05:44
118-74-1
Methoxychlor
NO
ug/kg
67.6
5
06/09/17 07:05
05/18/17 05:44
72-43-6
Mirex
ND
ug/kg
67.6
5
06/09/17 07:05
05/18/17 05:44
2385-85-5
Toxaphene
NO
ug/kg
94.7
5
05/09/17 07:05
05/18/17 05:44
8001-35-2
Surrogates
Tetrachloro-m-xylene (S)
1110
%
35-108
5
06/09/17 07:05
05/18/17 05:44
877-09-8 D3,S5
Decachlorobiphenyl (S)
38
%
21-123
5
05/09/17 07:05
05/18/17 05:44
2051-24-3
9071 SGT-HEM, TPH
Analytical Method: 9071 B
Preparation Method:
9071 B
Total Petroleum Hydrocarbons
NO
mg/kg
189
1
05/09/17 06:21
05/09/17 14,38
MADEP EPH NC Soil
Analytical Method: MADEP EPH Preparation.Method:
MADEP EPH
Aliphatic (C09-C1 8)
NO
mg/kg
27.1
1
05/09/17 11:48
05/16/17 00:23
N2
Aliphatic (C19-C36)
ND
mg/kg
27.1
1
05/09/17 11:48
05/16/17 00:23
N2
Aromatic (Cl 1-C22)
NO
mg/kg
27.1
1
05/09/17 11:48
05/16/17 00:23
N2
Surrogates
Nonatdacontane (S)
52
%
40-140
1
05/09/17 11:48
05/16/17 00:23
7194-86-7
o-Terphenyl(S)
79
%
40-140
1
05/09/17 11:48
05/16/17 00:23
84-15-1
2-Fluorobiphenyl(S)
103
%
40-140
1
05/0911711:48
05/16/17 00:23
321-60-8
2-Bromonaphthalene (S)
93
%.
40-140
1
06/09/17 11:48
05/16/17 00:23
580-13-2
VPH NC Soil
Analytical Method: MADEP
VPH Preparation Method:
MADEP VPH
Aliphatic (C05-CO8)
NO
mg/kg
71.9
1
05/09/17 08:55
05/10/17 10:10
N2,P4
Aliphatic (C09-Cl2)
NO
mg/kg
71.9
1
05/09/17 08:55
05/10/17 10:10
N2,P4
Aromatic (C09-C10)
NO
mg/kg
71.9
1
06/09/17 08:55
05/10/17 10:1�0
4
Surrogates
-
a,g0
�
4-Bromofluorobenzene (FID) (S)
122
%
70-130
1
06/09/17 08:55
05/10/1
T ly,
4t6 00-4
4-Bromofluorobenzene (PID)(S)
113
%
70-130
1
05/09/17 08:55
06/10/17 10:10
460-06-4
0 CT 1 4 2021
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced,
except in
full,
73 I,.v
^}
Date: 05/19/2017 04,38 PM
without
the written consent of Pace Analytical
Services,
LLC.
'70� y Q u�., �.
Y G $,��
(( G $•� Pa e8t78of 32
9

aceAnalytical
. a'WiY.p849/a69:GWti..
Pace Analytical Services, LLC
9800 Kincey Ave. Sutte 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINABEACH
Pace Project No.: 92339656
Sample: 2017-GS-CBB2 Lab ID: 92339655002 Collected: 05/05/17 14:30 Received: 051,05/17 16:15 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3050
Antimony -
ND
mg/kg
1.2
1
05/1011717:05
05/13/17 17:58
7440-36-0
Arsenic
11.8
mg/kg
2.4
1
05/10/1717:05
05/1311717:58
7440-38-2
Beryllium
0.31
mg/kg
0.24
1
05/10/1717:05
05/13/17 17:58
7440-41-7
Cadmium
ND
mg/kg
0.24
1
05/10/1717:05
05/13/17 17:58
7440-43-9
Chromium
22.3
mg/kg
1.2
1
05110/1717:05
05/13/17 17:58
7440-47-3
Copper
34.2
mg/kg
1.2
1
06/10/17 17:05
05/13/17 17:58
7440-50-8
Lead
15.1
mg/kg
1.2
1
05/10/17 17:05
05/13/17 17:58
7439-92-1
Nickel
4.2
mg/kg
1.2
1
05/10/1717:05
05/1311717:58
7440-02-0
Selenium
ND
mg/kg
2.4
1
06/1011717:05
05/13/1717:68
7782-49-2
Silver
ND
mg/kg
1.2
1
05/10/1717:05
05/13/1717:5&
7440-224
Thallium
ND
mg/kg
2.4
1
05/10/1717:05
05/13/17 17:58
7440-28-0
Zinc
70.9
mg/kg
2.4
1
05/1011717:05
05/1311717:58
7440-66-6
7471 Mercury
Analytical Method:
EPA7471 Preparation
Method: EPA 7471
Mercury
0.052
mg/kg
0,0089
1
05111/1704:30
05/1611717:51
7439-97-6
8270 MSSV MW PAH by SIM
Analytical Method: EPA 8270 by SIM
Preparation Method: EPA 3546
Acenaphthene
ND
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
83-32-9
Acenaphthylene
ND
ug/kg
27.1,
1
05/16/17 16:08
05/18/17 14:41
208-96-8
Anthracene
31.3
ug/kg
27.1
1
06/16/17 16:08
05/18/17 14:41
120-12-7
Benzo(a)anthracene
60.2
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
56-55-3
Benzo(a)pyrene
92.0
ug/kg
27.1
1
05/16/17 1608
05/18/17 14:41
50-32-8
Benzo(b)fluoranthene
196
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
205-99-2
Benzo(g,h,i)perylene
66.4
ug/kg
27.1
1
05116/1716:08
05118/171441
191-24-2
Benzo(k)fluoranthene
48.2
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14,41
207-08-9
Chrysene
97.7
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14,41
218-01-9
Dibenz(a,h)anthracene
ND
ug/kg
- 27.1
1
05/16/17 16:08
05/18/17 14:41
53-70-3
Fluoranthene
167
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
206-44-0
Fluorene
ND
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
86-73-7
Indeno(1,2,3-cd)pyrene
65.1
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14,41
193-39-5
1-Melhylnaphthalene
ND
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
90-12-0
2-Methylnaphthalene
ND
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
91-57-6
Naphthalene
200
ug/kg
27.1
1
05/16/17 16:08
06/18/1714:41
91-20-3
Phenanthrene
51.2
ug/kg
27.1
1
05/1611716:08
05/18/17 14:41
85-01-8
Pyrene
181
ug/kg
27.1
1
05/16/17 16:08
05/18/17 14:41
129-00-0
Surrogates
Nitrobenzene-d5 (S)
48
%
10-128
1
05/16/17 16:08
05/18/17 14:41
4165-60-0
2-Fluorobiphenyl(S)
34
%
10-110
1
05/16/17 16:08
05/18/17 14:41
321-60-8
Terphenyl-d14 (S)
40
%
39-119
1
05/16/17 16:08
05/18/17 14:41
1718-51-0
Percent Moisture
Analytical Method:
ASTM D2974-87
Percent Moisture
63.0
%
0.10
1
05/09/17 08:14
��EEIV
0 CT 1 q 2021
REPORT OF LABORATORY ANALYSIS
�%5? 9G83P[PN A"ti 6-G 0 This reportshall
co sentnot o reproduced, exceptAnalytical
Se vices,
Date: 05 19/ 8 P without the written consent of Pace Analytical Services, L-C. Page 8 of 32

aceAnalydoal
www.peceleDs.can
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINABEACH
Pace Project No.: 92339656
Sample: 2017-GS-CB82 Lab ID: 92339655002 Collected: 05/05/17 14:30 Received: 05/05/17 16:15 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Total Organic Carbon Analytical Method: EPA 9060 Modified
Surrogates
RPD%
2.2
%
0.10 1
05/15/171116
Total Organic Carbon
28500
mg/kg
27600 1
06/15/1711:16 7440-44-0
Total Organic Carbon
29200
mg/kg
26700 1
05/15/1711,22 7440-44-0
Mean Total Organic Carbon
28900
mg/kg
27100 1
05/15/17 11:16 744044-0
0 CT 1 4 2021
aa'a �ECTIOE"e agae �D
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04,38 PM without the written consent of Pace Analytical Services, LLC. - Page 9 of 32

aIlaAnalytical
wwwppoileAq:com.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville; NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINABEACH
Pace Project No.: 92339655
Sample: 2017-GS-CBB3 Lab ID: 92339665003 Collected: 05/05/17 00:00 Received: 05/05/17 16:15 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8081 GCS Pesticides
Aldrin
alpha-BHC
beta-BHC
delta-BHC
gamma-BHC (Lindane)
Chlordane (Technical)
4,4'-DDD
4,4'-DDE
4,4'-DDT
Dieldrin
Endosulfan I
Endosulfan II
Endosulfan sulfate
Endrin
Endrin aldehyde
Endrin ketone
Heptachlor
Heptachlor epoxide
Hexachlorobenzene
Methoxychlor
Mirex
Toxaphene
Surrogates
Tetrachloro-m-xylene (S)
Decachlorobiphenyl(S)
9071 SGT-HEM, TPH
Total Petroleum Hydrocarbons
MADEP EPH NC Soil
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Surrogates
Nonatriacontane (S)
o-Terphenyl(S)
2-Fluorobiphenyl(S)
2-Bromonaphthalene (S)
VPH NC Soil
Aliphatic (C05-008)
Aliphatic (C09-C12)
Aromatic (C09-C10)
Surrogate tr c,
4-Bromoflu ro enzeh� t""mr
4-Bromofluorobenzene (PID) (S)
0 CT 1 d 2021
Analytical Method: EPA 8081 Preparation Method: EPA 3546
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
309-00-2
NO
ug/kg
22.8
5
06/09/17 07:05
05/18/17 06:02
319-84-6
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
319-85-7
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
319-86-8
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
58-89-9-
NO
ug/kg
79.7
5
05/09/17 07:05
05/18/17 06:02
57-74-9
NO
ug/1kg
- 22.8
5
05/09/17 07:05
05/18/17 06:02
72-54-8
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
72-55-9
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
50-29-3
NO
ug/kg
22.8
5
05/09/17 07:05
06/18/17 06:02
60-57-1
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
959-98-8
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
33213-65-9
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
1031-07-8
NO
ug/kg
22.8
5
05/09/17 07:05
06/18/17 06:02
72-20-8
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
7421-93-4
NO
ug/kg
22.8
5
06/09/17 07:05
05/18/17 06:02
53494-70-5
NO
ug/kg
22.8
5
05/09/17 07:05
06/18/17 06:02
76-44-8
NO
ug/kg
22.8
5
06/09/17 07:05
05/18/17 06:02
1024-57-3
NO
ug/kg
22.8
5
05/09/17 07:05
05/18/17 06:02
118-74-1
NO
ug/kg
56.9
5
05/09/17 07:05
05/18/17 06:02
72-43-5
NO
ug/kg
56.9
5
05/09/17 07:05
05/18/17 06:02
2385-85-5
NO
ug/kg
- 79.7
5
05/09/17 07:05
05/18/17 06:02
8001-35-2
0
%
35-108
5
05/09/17 07:05
05/18/17 06:02
877-09-8
27
%
21-123
5
05/09/17 07:05
05/18/17 06:02
2051-24-3
Analytical Method: 9071 B Preparation Method: 9071B
NO
mg/kg
159
1
05/09/17 06:21
05/09/17 14:38
Analytical Method: MADEP EPH
Prepara0on Method:
MADEP EPH
NO
mg/kg
22.8
1
05/09/17 11:48
05/16/17 00:51
NO
mg/kg
22.8
1
05/09/17 11 :48
05/16/17 00:51
NO
mg/kg,
22.8
1
05/09/17 11:48
05/16/17 00:51
46
%
40-140
1
05/09/17 11:48
05/16/17 00:51
7194-86-7
67
%
40-140
1
05/09/17 11:48
05/16/17 00:51
84-15-1
91
%
40-140
1
05/09/17 11:48
05/16/17 00:51
321-60-8
87
%
40-140
1
06/09/17 11:48
05/16/17 00:51
580-13-2
Analytical Method: MADEP VPH Preparation Method: MADEP VPH
NO mg/kg 63.1 1 05/09/17 08:55 05/10/17 10:38
NO mg/kg 63.1 1 05/09/17 08:55 05/10/17 10:38
NO mg/kg 63.1 1 05/09/17 08:55 05/10/17 10:38
123 % 70-130 1 05/09/17 08:55 05/10/17 10:38 460-00-4
114 % 70-130 1 05/09/17 08:55 05/10/17 10:38 460-00-4
REPORT OF LABORATORY ANALYSIS
D3,S5
N2
N2
N2
N2,P4
N2,P4
N2,P4
Ir� y°q���a y�,,(� p pp This report shall not be reproduced, except in full,
Date: ��iFk 0F'� R O 6 V W1,1 ® without the written consent of Pace Analytical Services, LLC. Page 10 of 32

aceAnalyiical
I ,vntiwA@�eleAs:rxrn.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINABEACH .,
Pace Project No.: 92339655
Sample: 2017-GS-CBB3 Lab ID: 92339655003 Collected: 05/05/17 00:00 Received: 05/05/17 16:15 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions. .
Parameters ' Results Units Report Limit OF Prepared Analyzed CAS No. Qual
6010 MET ICPAnalytical Method: EPA 6010 Preparation Method: EPA 3050
Antimony
ND
mg/kg
1.1
1
05/10/17 17:05
05/13/17 18:01
7440-36-0
Arsenic
13.2
mg/kg
2.2
1
05/10/17 17:05
05/13/17 18:01
7440-38-2
Beryllium
0.29
mg/kg
0.22
1
05110/1717:05
05/13/17 18:01
7440-41-7
Cadmium
NO
mg/kg
0.22
1
05110/1717:05
05/13/17 18:01
7440-43-9
Chromium
23.6
mg/kg
1.1
1
05/1011717:05
05/13/17 18:01
7440-47-3
Copper
43.9
'mg/kg
1.1
1
05/10/1717:06
05/13/17 18:01
7440-50-8
Lead
17.7
mg/kg
1.1
1
05/10/17 17:05
05/13/17 18:01
.7439-92-1
Nickel
3.8
mg/kg
1.1
1
05/10/17 17:05
05/13/17 18:01
7440-02-0
Selenium
NO
mg/kg
2.2
1
05/10/17 17:05
05/13/17 18:01
7782-49-2
Silver
NO
mg/kg
1A
1
05/10/17 17:05
06/13/17 18:01
7440-22-4
Thallium
NO
mg/kg
2.2
1
05/10/17 17:05
05/13/17 18:01
7440-28-0
Zinc
115
mg/kg
2.2
, 1
05/10/17 17:05
05/13/17 18:01
7440-66-6
7471 Mercury
Analytical Method: EPA 7471 Preparation Method: EPA 7471
Mercury
0.039
mg/kg
0.0062
1
05/11/17 04:30
05/16/17 17:53
7439-97-6
8270 MSSV Mill PAH by SIM
Analytical Method:
EPA 8270 by SIM
Preparation Method: EPA 3546
Acenaphthene
NO
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
83-32-9
Acenaphthylene .
NO
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22,49
208-96-8
Anthracene
NO
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
120-12-7
Benzo(a)anthracene
86.0
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
56-55-3
Benzo(a)pyrene -
89.8
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
50-32-8
Benzo(b)fluoranthene
148
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
205-99-2
Benzo(g,h,i)perylene
53.1
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
191-24-2
Benzo(k)fuoranthene
64.4
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
207-08-9
Chrysene
107
ug/kg
22.8
1
06/09/17 10:15
05/15/17 22:49
218-01-9
Dibenz(a,h)anthracene
NO
ug/kg
22.8
1
05/09/17 10:15
05/16/17 22:49
53-70-3
Fluoranthene
181
ug/kg
22.8
1
05/0911710:15
05/15/17 22:49
206-44-0
Fluorene
ND
ug/kg
22.8
1
05/09/171015
05/l 5/1722:49
86-73-7
Indeno(1,2,3-cd)pyrene ,
55.7
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
193-39-5
1-Methy1naphthalene
NO
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22,49
90-12-0
2-Methylnaphthalene
NO
ug/kg
22.8
1
05/09/17 10:16
05/15/17 22:49
91-57-6
Naphthalene
NO
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
91-20-3
Phenanlhrene
83.4
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22,49
85-01-8
Pyrene
141
ug/kg
22.8
1
05/09/17 10:15
05/15/17 22:49
129-00-0
Surrogates
Nitrobenzene-d5(S)
42
%
10-128
1
05109/1710:15
05/15/17 22:49
4165-60-0
2-Fluorobiphenyl(S)
27
%
10-110
1
05/09/17 10:15
05/15/17 22:49
321-60-8
Terphenyl-d14 (S)
34
%
39-119
1
05/09/17 10:15
05/15/17 22:49
1718-51-0 SO
Percent Moisture
Analytical Method:
ASTM D2974-87
Percent Moisture
56.1
%
0.10
1
05/09/17 08,14
0 CT 1 �. 2021
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full, � A:,$ �, Z CT M ME D
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, L-C. Page 11 of 32

acMnalyiical
wuw.Pscelaps:can,.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CAROLINA BEACH
Pace Project No.: 92339655
Sample: 2017-GS-CBB3
Lab ID: 92339665003 Collected: 05/05/17 00:00
Received: 06/06/17 16:15 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted forpercent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF
Prepared Analyzed
CAS No. Qual
Total Organic Carbon
Analytical Method: EPA 9060 Modified
Surrogates
RPD%
10.7 % - 0.10 1
05/15/1711:27
Total Organic Carbon
27300 mg/kg 16600 1
05/15/17 11:27
7440-44-0
Total Organic Carbon
24500 mg/kg 16400 1
05/15/17 11:33
7440-44-0
Mean Total Organic Carbon
25900 mg/kg 16500 1
05/15/1711:27
7440-44-0
OCT 1 4 2021
Am 1 � �)N ADID
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/19/2017 04:38 PM without the written consent of Pace Analytical Services, L-C. Page 12 of 32

aceAnalyd0l
- traw.pacefe6s:own
Pace Analytical Services, LLC
98001Gncey Ave. Suite 100
Hunlersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 359653 Analysis Method: 9071E
QC Batch Method: 9071B Analysis Description: 9071B SGT-HEM, TPH Gravimetric
Associated Lab Samples: 92339655001, 92339655002, 92339655003
METHOD BLANK: 1994535 Matrix: Solid
Associated Lab Samples: 92339655001, 92339655002, 92339655003
Blank Reporting
Parameter Units Result _ Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mg/kg NO 70.0 05/09/17 14:38
LABORATORY CONTROL SAMPLE & LCSD: 1994536
1994537
Spike
LCS LCSD
LCS LCSD % Rec Max
Parameter Units
Conc.
Result Result
% Rec % Rec Limits RPD RPD Qualifiers
Total Petroleum Hydrocarbons mg/kg
667
643 660
97 99 78-114 3 20
OCT 1 �. 2021
NIP � CTM MFID
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, L-C.
Page 13 of 32

aceAnalytical®
1tiKW.pBCB/8Ir&:Cdtn
Pace Analytical Services, LLC
9800 Kincey Ave. Site 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINABEACH
Pace Project No.: 92339655
QC Batch: 359667 Analysis Method: MADEP VPH
QC Batch Method: MADEP VPH Analysis Description: VPH NC Soil
Associated Lab Samples: 92339655001, 92339655002, 92339655003
METHOD BLANK: 1994586
Matrix:
Solid
Associated Lab Samples: 92339655001, 92339655002, 92339655003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C05-CO8)
mg/kg
ND
2.5
05/09/17 14:45 N2
Aliphatic (C09-C12)
mg/kg
NO
2.5
06/09/17 14:45 N2
Aromatic (C09-C10)
mg/kg
ND
2.5
05/09/17 14:45 N2
4-Bromofluorobenzene (FID) (S)
%
120
70-130
05/09/17 14,45
4-Bromofluorobenzene (PID)(S)
%
112
70-130
05/09/17 14:45
LABORATORY CONTROL SAMPLE & LCSD:
1994587
1994588
Spike
LCS LCSD
LCS
LCSD
% Rao
Max
Parameter
Units Conc.
Result Result
%Rec
%Rec
Limits
RPD RPD Qualifiers
Aliphatic (C05-CO8)
mg/kg 15
14.9 14.4
99
96
70-130
3 25 N2
Aliphatic (C09-C12)
mg/kg 15
14.9 15.3
99
102
30-130
3 25 N2
Aromatic (C09-C10)
mg/kg 5
4.6 4.3
-92
87
70-130
6 25 N2
4-Bromofluorobenzene (FID) (S)
%
122
122
70-130
4-Bromofluorobenzene (PID)(S)
%
115
114
70-130
u.
;CEIVED
OCT 1 e 2021
�fsP OECTIOH P�Cp
Results presented on this page are in the units indicated by the "units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, U.C.
Page 14 of 32

aceAnalytical®
'-wµwpap8tebs.Cmn.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 359947 Analysis Method: EPA 7471
QC Batch Method: EPA 7471 Analysis Description: 7471 Mercury
Associated Lab Samples: 92339655001, 92339655002, 92339655003
METHOD BLANK: 1996184 Matrix: Solid
Associated Lab Samples: 92339655001, 92339655002, 92339655003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury mg/kg ND 0,0060 05/16/1717:15
LABORATORY CONTROL SAMPLE: 1996185
Spike LCS 1-CS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Mercury - mg/kg .083 0.087 104 80-120
MATRIX SPIKE& MATRIX SPIKE DUPLICATE: 1996186 1996187
MS MSD
92339778002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua[
Mercury mg/kg ND .06 .069 0,042 0.049 68 69 75-125 16 M1
bi ttl�qCMVED—
OCT 1 4. 2021
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC.
Page 15 of 32

.aceAnaly�ical
.: .., , w1t�Aawtet+gcau.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 359801
Analysis Method:
EPA 6010
'QC Batch Method: EPA 3050
Analysis Description: 6010 MET
Associated Lab Samples: 92339655001, 92339655002,
92339655003
METHOD BLANK: 1995392
Matrix: Solid _
Associated Lab Samples: 92339655001, 92339655002,
92339655003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Antimony
mg/kg
ND
0.50
05/13/1716:57
Arsenic
.mg/kg
ND
1.0
05/13/1716:57
Beryllium
mg/kg
ND
0.10
05/13/1716:57
Cadmium
mg/kg
ND
0.10
05/1311716:57
Chromium
mg/kg
ND
0.50
05/13/1716:57
Copper
mg/kg
ND
0.50
05/13/1716,57
Lead
mg/kg
ND
0.50
05113/1716:57
Nickel
mg/kg
NO
0.50
05/13/1716:57
Selenium
mg/kg
ND
1.0
06/13/1716:57
Silver
mg/kg
ND
0.50
05/13/1716:57
Thallium
mg/kg
ND
1.0
05/13/1716:57
Zinc
mg/kg
ND
1.0
05/13/1717:01
LABORATORY CONTROL SAMPLE:
1995393
Spike
LCS
LCS - %
Rec
Parameter
Units
Conc.
Result
%Rec Limits
Qualifiers
Antimony
mg/kg
50
49.3
99
80-120
Arsenic
mg/kg
50
47.0
94
80-120
Beryllium
mg/kg
50
47.9
96
80-120j �4 Ijrp
`� u.,.lv
Cadmium
mg/kg
50
48.6
97 -
80-120 kt
}J
Chromium
mg/kg
50
47.9
96
80-120
Copper
mg/kg
50
50.2
100
80-120
Lead
mg/kg
50
48.0
96
80-120
OCT
1 A. 2021
Nickel
mg/kg
50
47.6
95
80-120
Selenium
mg/kg
50
49.2
98
80-120
Silver
mg/kg
25
25.2
101
80-12�O�n
��
a�,g1 �a
N1,1 §D
Thallium
mg/kg
50
48.1
96
80-120�dp
�'Pt,.:�TIO
1
Zinc
mg/kg
50
49.9
100
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1995394
1995395
MS
MSD
92339708006
Spike
Spike
MS
MSD MS
MSD
%Rec
Parameter
Units Result
Conc.
Conc.
Result
Result % Rec
% Rec
Limits
RPD Qual
Antimony
mg/kg ND
39.4
45.1
22.4
28.5
57 63
75-125
24 M1,R1
Arsenic
mg/kg 2.1
39.4
45.1
31.9
39.0 -
75 82
75-125
20
Beryllium
mg/kg 0.30
39.4
45.1
33.1
40.1
83 88
75-125
_
19
Cadmium
mg/kg ND
39.4
45.1
33.7
40.1
85 89
75-125
17
Chromium
mg/kg 136
39.4
45.1
166
147
76 24
75-125
12 M1
Results presented on this page are In the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/19/2017 04:38 PM without the written consent of Pace Analytical Services, -I-C.
Page 16 of 32

aceAnalytcal
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
. [phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1995394
1995395
MS
MSD
92339708006
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conic.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper mg/kg
27.1
39.4
45.1
56.4
58.8
74
71
75-125
4 M1
Lead mg/kg
13.7
39.4
45.1
58.6
51.2
114
83.
75-125
13
Nickel mg/kg
581
39.4
45.1
232
161
' -884
-932
75-125
36 M1,R1
Selenium - mg/kg
0.591
39.4
45.1
31.7
39.0
79
85
75-125
21 R1
Silver mg/kg
NO
19.7
22.5
17.7
21.0
89
93
75-125
17
Thallium mg/kg
ND
39.4
45.1
29.6
36.4
75
81
75-125
21 R1
Zinc mg/kg
139
39.4
45.1
183
126
111
-28
. 75-125
37 M1,R1
E-_ C E IV D
OCT 1 n 2021
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM , without the written consent of Pace Analytical Services, I.I.C.
a
Page 17 of 32

aceMalytica0
.. �
(I 1
QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: CAROLINABEACH
Pace Project No.: 92339656
QC Batch: 359659
Analysis Method:
EPA 8081
QC Batch Method: EPA 3546
Analysis Description:
8081 GCS Pesticides
Associated Lab Samples: 92339655001, 92339655002, 92339655003
METHOD BLANK: 1994550
Matrix:
Solid
Associated Lab Samples: 92339655001, 92339655002, 92339655003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
4,4'-DDD
ug/kg
NO
2.0
05/12/17 13:45
4,4'-DDE
ug/kg
NO
2.0
05/12/17 13:45
-
4,4'-DDT
ug/kg
"ND
2.0
06/12/1713:46
Aldrin
ug/kg
ND
2.0
05/12/17 13:45
alpha-BHC
ug/kg
ND
2.0
05112/1713:45
beta-BHC
ug/kg
ND
2.0
05112/1713:45
Chlordane (Technical)
ug/kg
ND
7.0
05/12/17 13:45
delta-BHC
ug/kg
ND
2.0
05/12/1713:45
Dieldrin
ug/kg
ND
2.0
05/12/171345
Endosulfan I
ug/kg
NO
2.0
05/12/17 13:45
Endosulfan II
ug/kg
NO
2.0
05/12/17 13:45
Endosulfan sulfate
ug/kg
NO
2.0
05/12/17 13:45
Endrin
ug/kg
NO
2.0
05/12/17 13:45
Endrin aldehyde
Endrin ketone
ug/kg
ug/kg
NO
ND
2.0
2.0
05/12/17 13:45
05/12/17 13:45
��
gamma-BHC (Lindane)
ug/kg -
ND
2.0
06/12/17 13:45
Heptachlor
ug/kg
ND
2.0
05/12/17 13:45
Heptachlor epoxide
ug/kg
ND
2.0
05/12/17 13:45
OCT 1
2021
Hexachlorobenzene
ug/kg
ND
2.0
05/12/17 13:45
4
Methoxychlor
ug/kg
NO
5.0
05/12/17 13:45
Mirex
ug/kg
NO
5.0
06/12/1713:45
Toxaphene
ug/kg
NO
7.0
05/12/1713.45
&&99 �11
FfflP
Decachlorobiphenyl(S)
%
79
21-123
05/12/17 13:45
Telrachloro-m-xylene (S)
%
74
35-108
05/12/17 13:45
LABORATORY CONTROL SAMPLE & LCSD:
1994561
1994552
Spike LCS
LCSD
LCS LCSD
% Rec
Max
Parameter
Units
Conic. Result
Result
% Rec % Rec
Limits
RPD
RPD Qualifiers
4,4'-DDD
ug/kg
8.3
6.2
6.5
75 79
63-126
5
30
4,4'-DDE
ug/kg
8.3
6.2
6.8
76 82
62-126
9
30
4,4'-DDT
ug/kg
8.3
6.6
7.2
80 87
65-135
9
30
Aldrin
ug/kg
8.3
5.7
6.3
69 76
40-120
10
30
alpha-BHC
ug/kg
8.3
5.4
6.0
65 73
37-123
11
30
beta-BHC
ug/kg
8.3
5.1
5.8
61 71
51-113
14
30
delta-BHC
ug/kg
8.3
4.8
5.3
59 65
25-139
10
30
Dieldrin
ug/kg
8.3
6.2
6.8
75 82
54-125
9
30
Endosulfan I
ug/kg
8.3
6.3
6.9
76 84
54-125
10
30
Endosulfan II
ug/kg
8.3
6.3
7.0
76 84
62-121
10
30
Endosulfan sulfate
ug/kg
8.3
6.3
6.9
77 83
39-121
8
30
Endrin
ug/kg
8.3
6.6
7.2
79 87
65-134
9
30
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the
result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04,38 PM without the written consent of Pace Analytical Services, U.C. Page 18 of 32

.:. acaAnalytical
wxw.pscelabs.od»,
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
LABORATORY CONTROL SAMPLE & LCSD:
1994551
1994552
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result
%Rec
%Rec
Limits
RPD
RPD Qualifiers
Endrin aldehyde
ug/kg
8.3
6.0
6.7
73
81
44-121
11
30
Endrin ketone
ug/kg
8.3
6.2
6.8
75
82
59-124
9
30
gamma-BHC (Lindane)
ug/kg
8.3
5.7
6.3
69
77
41-121
10
30
Heptachlor
ug/kg
8.3
5.6
6.3
68
76
43-120
11
30
Heptachlor epoxide
ug/kg
8.3
5.5
6.1
66
74
47-118
11
30
Hexachlorobenzene
ug/kg
8.3
5.5
6.1
67
74
50-150
9
30
Methoxychlor
ug/kg
24.8
- 20.5
22.2
83
90
68-125
8
30
Mirex
ug/kg
24.8
18.2
19.9
74
80,
59-114
9
30
Decachlorobiphenyl (S)
%
75
82
21-123
Tetrachloro-m-xylene (S)
%
71
75
35-108
N" . a® C IEEi5 UE- sir.
0 CT 1 A 2021
' g� SECT V W"ICND
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC.
Page 19 of 32

:.� . aceAnalytical
wwwpagBlpbs:o m
Pace Analytical Services, LLC
9800 Kineey Ave. Suite 100
Huntersville, Nd 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 359696
Analysis Method:
EPA 8270 by SIM
QC Batch Method: EPA 3546
Analysis Description:
8270 MSSV PAH by SIM
Associated Lab Samples: 92339655001,
92339655003
METHOD BLANK: 1994756
Matrix: Solid
Associated Lab Samples: 92339665001,
92339655003
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
1-Methylnaphthalene
ug/kg
NO
10.0
05/15/17 16:36
2-Methylnaphthalene
ug/kg
ND
10.0
05/15/17 16:36
Acenaphthene
ug/kg -
ND
10.0
05/15/17 16:36
Acenaphthylene
ug/kg
ND
10.0
05/1511716:36
Anthracene
ug/kg
ND
10.0
05/15/17 16:36
Benzo(a)anthracene
ug/kg
ND
10.0
05/15/17 16:36
Benzo(a)pyrene
ug/kg
ND
10.0
05/15/17 16:36
Benzo(b)fluoranthene
ug/kg
ND
10.0
06/16/1716:36
Benzo(g,h,i)perylene
ug/kg
ND
10.0
05/15/17 16:36
Benzo(k)fluoranthene
ug/kg
NO
10.0
05/15/17 16:36
Chrysene
ug/kg
ND
10.0
05/15/17 16:36
Dibenz(a,h)anthracene
ug/kg
ND
10.0
05/15/17 16:36
Fluoranthene
ug/kg
ND
10.0
05/15/17 16:36
Fluorene
ug/kg
ND
10.0
05/15/17 16:36
Indeno(1,2,3-cd)pyrene
ug/kg
ND
10.0
05/15/17 16:36
Naphthalene
ug/kg
ND
10.0
05/15/1716:36
Phenanthrene
ug/kg
NO
10.0
05/15/17 16:36
Pyrene
ug/kg
ND
10.0
05/15/17 16:36
2-Fluorobiphenyl(S)
%
50
10-110
05115117 16:36"
Nitrobenzene-d5 (S)
% -
56
10-128
05/15/17 16:36
Terphenyl-dl4 (S)
%
62
39-119
05/15/,17 16:36
LABORATORY CONTROL SAMPLE:
-
Parameter
1994757
-Units
Spike
Conic.
LCS
Result
LCS
% Rec
% Rec
Limits
Qualifiers
1-Methylnaphthalene
ug/kg
33.3
17.8
53
44-130
2-Methylnaphthalene
ug/kg
33.3
18.3
55
41-134
Acenaphthene
ug/kg
33.3
18.5
55
52-123
Acenaphthylene
ug/kg
33.3
18.5
55
49-116
Anthracene
ug/kg
33.3
21.8
65
41-133
j�'�"'((�,¢ p��
1"ZCE`� `� D
Benzo(a)anthracene
ug/kg
33.3
21.1
63
56-130
Benzo(a)pyrene
ug/kg
33.3
20.5
61
51-136
Benzo(b)fluoranthene
ug/kg
33.3
20.5
61
37-149
Benzo(g,h,i)perylene
ug/kg
33.3
19.5
58
39-127
0CT 1.q. 2021
Benzo(k)fluoranthene
ug/kg
33.3
22.6
68
45-139
Chrysene
ug/kg
33.3
21.7
65
59-127
Dibenz(a,h)anthracene
ug/kg
33.3
21.0
63
��p
37-13��P 3=C tl-5- ION �47ilHD
Fluoranthene
ug/kg
33.3
21.4
64
53-132
Fluorene
ug/kg
33.3
20.4
61
45-127
Indeno(1,2,3-cd)pyrene
ug/kg
33.3
21.0
63
35-145
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 32

eAnalytica
,{ ,.. ,wwa:pe�eleDstMf:
Pace Analytical Services, LLC
9800 Kinmy Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: CAROLINA BEACH
Pace Project No.: 92339655
LABORATORY CONTROL SAMPLE:
1994757
Parameter
Units
Naphthalene
ug/kg
Phenanthrene
ug/kg
Pyrene
ug/kg
2-Fluorobiphenyl(S)
%
Nitrobenzene-d5 (S)
%
Terphenyl-d 14 (S)
%
QUALITY CONTROL DATA
Spike LCS LCS
Conc. Result % Rec
33.3 18.5
33.3 19.3
33.3 21.0
SAMPLE DUPLICATE: 1994759
Parameter
Units
92339552022
Result
Dup
Result
1-Methylnaphthalene
ug/kg
ND
ND
2-Methylnaphthalene
ug/kg
ND
ND
Acenaphthene
ug/kg
ND
ND
Acenaphthylene
ug/kg
22.OJ
32.2J
Anthracene
ug/kg
33.3J
31.5J
Benzo(a)anthracene
ug/kg
114
94.3J
Benzo(a)pyrene
ug/kg
116
103J
Benzo(b)fluoranthene
ug/kg
161
144
Benzo(g,h,i)perylene
ug/kg
86.0J
81.3J
Benzo(k)fuoranthene
ug/kg
76.5J
ND
Chrysene
ug/kg
134
103J
Dibehz(a,h)anthracene
ug/kg
27.3J
24.9J
Fluoranthene
ug/kg
196
149
Fluorene
ug/kg
ND
ND
Indeno(1,2,3-cd)pyrene -
ug/kg
76.2J
70.6J
Naphthalene
ug/kg
ND
ND
Phenanthrene
ug/kg
106J
74.8J
Pyrene
ug/kg
174
133
2-Fluorobiphenyl(S)
%
0
0
Nitrobenzene-d5 (S)
%
0
0
Terphenyl-d14 (S)
%
0
0
6
% Rao
Limits
55 45-123
58 50-125
63 52-132
59 10-110
66 10-128
71 39-119
RPD Qualifiers
11
28
27
S4
D3,S4
S4
Qualifiers
'�L�CEn,
OCT 1 4 2021
Results presented on this page are In the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, I.I.C.
Page 21 of 32

`:aceAnalytic
MY4y(l9f9i86S.W41..
Pace Analytical Services, LLC
9800 Kincey Ave. Wits 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 360764
Analysis Method: EPA 8270 by SIM
QC Batch Method: EPA 3546
Analysis Description: 8270 MSSV PAH by
SIM
Associated Lab Samples: 92339655002
METHOD BLANK: 2000914
Matrix:
Solid
Associated Lab Samples: 92339655002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
1-Methylnaphthalene
ug/kg
ND
10.0
05/18/17 13:54
2-Methylnaphthalene
ug/kg
ND
10.0
05/18/17 13:54
Acenaphthene
ug/kg
NO
10.0
05/18/17 13:54
Acenaphthylene
ug/kg
-
ND
10.0
05/18/17 13:54
Anthracene
ug/kg
ND
10.0
05/1811713:54
Benzo(a)anthracene
ug/kg
NO
10.0
05/18/17.13:54
Benzo(a)pyrene
ug/kg
NO
10.0
05/1811713:54
Benzo(b)fluoranthene
ug/kg
ND
10.0
05118/1713:54
Benzo(g,h,i)perylene
ug/kg
ND
10.0
05/18/17 13:54
Benzo(k)fluoranthene
ug/kg
NO
10.0
05/18/17 13:54
Chrysene
ug/kg
NO
10.0
05/18/17 13:54
Dibenz(a,h)anthracene
ug/kg
ND
10.0
05/18/17 13:54
Fluoranthene
ug/kg
NO
10.0
05/18/17 13:54
Fluorene
ug/kg
NO
10.0
05/18/1713:64
Indeno(1,2,3-cd)pyrene
ug/kg
NO
10.0
05/18/17 13:54
Naphthalene
ug/kg
NO
10.0
05/18/17 13:54
Phenanthrene
ug/kg
NO
10.0
05/18/17 13:54
Pyrene
ug/kg
ND
10.0
05/18/17 13:54
2-Fluorobiphenyl(S)
%
65
10-110
05/18/17 13:54
Nitrobenzene-d5 (S)
%
76
10-128
05/18/17 13:54
Terphenyl-d14 (S)
%
68
39-119
05/18/17 13:54
LABORATORY CONTROL SAMPLE: 2000915
Spike
LCS
LCS %
Rec
Parameter
Units
Conic.
Result
% Rec Limits Qualifiers
1-Methylnaphthalene
ug/kg
33.3
21.0
63
44-130
2-Methylnaphthalene
ug/kg
- 33.3
22.4
67
41-134
Acenaphthene
ug/kg
33.3
22.6
68
52-123
Acenaphthylene
ug/kg
33.3
23.7
71
49-116 z^; R�1
EIS ED
Anthracene
ug/kg
33.3
24.4
73
41-133 r
Benzo(a)anthracene
ug/kg
33.3
22.6
68
56-130
Benzo(a)pyrene -
ug/kg
33.3
22.5
67
51-136
Benzo(b)fluoranthene
ug/kg
33.3
23.6
71
37-149 0CT 1 d 2021
Benzo(g,h,i)perylene
ug/kg
33.3
19.5
59
39-127 ,
Benzo(k)fluoranthene
ug/kg
33.3
24.6
.74
45-139
Chrysene
ug/kg
33.3
24.5
73
59-12F1:,ai•'Dn9P"4 P^s {gyp (4,yp Lp
1 dd Ld7� hM9
Dibenz(a,h)anthracene
ug/kg
33.3
22.5
68
37-139 tl
Fluoranthene
ug/kg
33.3
24.0
72
53-132
Fluorene
ug/kg
33.3
25.5
77
45-127
Indeno(1,2,3-cd)pyrene
ug/kg
33.3
22.1
66
35-145
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 32

ceAnalyiical®
' M55W4)BCBipbS.PNn.
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Hunlersville, NC 28078
[phone]
Project: CAROLINABEACH
Pace Project No.: 92339655
LABORATORY CONTROL SAMPLE: 2000915
Parameter Units
Naphthalene
ug/kg
Phenanthrene
ug/kg
Pyrene
ug/kg
2-Fluorobiphenyl(S) -
%
Nitrobenzene-d5 (S)
%
Terphenyl-d14 (S)
%
QUALITY CONTROL DATA
Spike -CS
Conc. Result
33.3 22.8
33.3 23.1
33.3 23.6
LCS
% Rec
% Red
Limits
68
45-123
69
50-125
71
52-132
74
10-110
85
10-128
72
39-119
Qualifiers
R,. 1 G 9 nED
OCT 1 A. 2021
a� v 1LMMN 518FAD
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC.
Page 23 of 32

:; ac�Anaiytical®
-' wawyspelabgwm,
Pace Analytical Services, LLC
9800 Kincey Ave. Sdite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 359714 Analysis Method: . MADEP EPH
QC Batch Method: MADEP EPH Analysis Description: MADEP EPH NC Soil
Associated Lab Samples: 92339655001, 92339655002, 92339655003
METHOD BLANK: 1994884
Matrix:
Solid
Associated Lab Samples:
92339655001, 92339655002, 92339655003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C09-C18)
mg/kg
NO
10.0
05/15/17 22,34 N2
Aliphatic (C19-C36)
mg/kg
NO
10.0
05/16/17 22:34 N2
Aromatic (C11-C22)
mg/kg
NO
10.0
06/15/17 22:34 N2
2-Bromonaphthalene (S)
%
72
40-140
05/16/17 22:34
2-Fluorobiphenyl(S)
%
80
40-140
05/15/17 22:34
Nonatriacontane (S)
%
57
40-140
05/15/17 22:34
o-Terphenyl(S)
%
64
40-140
05/15/17 22:34
LABORATORY CONTROL SAMPLE & LCSD:
Parameter
1994885
Units
Spike
Conc.
1994886
LIDS LCSD
Result Result
LCS LCSD
%Rec %Rec
% Red
Limits
Max
RPD RPD Qualifiers
Aliphatic (C09-C18)
mg/kg
10
NO NO
78
73
40-140
50 N2
Aliphatic (C19-C36)
mg/kg
13.3
11.0 10.6
83
79
40-140
4 50 N2
Aromatic (C11-C22)
mg/kg
28.3
22.0 24.6
77
87
40-140
12 50 N2
2-Bromonaphthalene (S)
%
74
84
40-140
2-Fluorobiphenyl(S)
%
85
98
40-140
Nonatriacontane (S)
%
70
62
40-140
o-Terphenyl (S)
%
81
86
40-140
0CT 1 A 2021
6�1171, 1
QECTMUN 11HID
Results presented on this page are in the units indicated by the "Units" column exceplwhere an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This reportshall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC.
Page 24 of 32

ftlyiical
,w 'Wcida6s.txsn.
Pace Analytical Services, LLC
9800 K m;ey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 369589 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry WeighUPercent Moisture
Associated Lab Samples: 92339655001, 92339655002, 92339655003
SAMPLE DUPLICATE: - 1994317
92339701001
Dup
Parameter
Units
Result
Result
Percent Moisture
%
13.4
12.2
SAMPLE DUPLICATE: 1994318
92339655003
Dup
Parameter
Units
Result
Result
Percent Moisture
%
. 56.1
56.4
RPD Qualifiers
10
RPD Qualifiers
1
''�IvE
0CT 1 A 2021
Results presented on this page are In the units Indicated by the 'Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 32

90
aceAnalytical
, -•... tmw.p9aela6soom,
Pace Analytical Services, LLC
9000 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CAROLINA BEACH
Pace Project No.: 92339655
QC Batch: 255513 Analysis Method: EPA 9060 Modified
QC Batch Method: EPA 9060 Modified Analysis Description: 9060 TOC Average
Associated Lab Samples: 92339655001, 92339655002, 92339655003
METHOD BLANK 1506945 Matrix: Solid
Associated Lab Samples: 92339655001, 92339655002, 92339655003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Mean Total Organic Carbon
mg/kg
ND 668
05/15/1710:08
LABORATORY CONTROL SAMPLE:
1506946
Spike
LCS
LCS %Rec
Parameter
Units
Cone.
Result
%Rec Limits Qualifiers
Mean Total Organic Carbon
mg/kg
120000
111000
93 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1506947 1506948
MS MSD
92339655001 Spike Spike MS MSD MS MSD % Rae
Parameter Units Result Cone. Cone. Result Result %Rec %Rec Limits RPD Qual
Mean Total Organic Carbon mg/kg 45600 368000 340000 387000 343000 93 87 50-150 12
OCT IA2021
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of PaceAnalytical Services, I.I.C.
Page 26 of 32

Pace Analytical Services, LLC
Mncey Ave.
te 100
..aceMalytical® 9800Hunemvlle, C128078
wex:pacelebawm [phone]
QUALIFIERS
Project: CAROLINABEACH
Pace Project No.: 92339655
DEFINITIONS
OF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL- Practical Quantitalion Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcrolein and Acrylonilrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
PASI-C Pace Analytical Services - Charlotte
PASI-G Pace Analytical Services - Green Bay
ANALYTE QUALIFIERS
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
Mt Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold NELAC/TNI accreditation for this parameter.
P4 Sample field preservation does not meet EPA or method recommendations for this analysis.
R1 RPD value was outside control limits.
SO Surrogate recovery outside laboratory control limits.
S4 Surrogate recovery not evaluated against control limits due to sample dilution.
S5 Surrogate recovery outside control limits due to matrix interferences (not confirmed by re -analysis).
0 CT 1 n 2021
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 0511912017 04:38 PM without the written consent of Pace Analytical Services, U.C. Page 27 of 32

aceAnalAcal®
- 'wwwppcefebs:cam
.
Pace Analytical Services, LLC
9800 Kncey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: CAROLINA BEACH
Pace Project No.: 92339655
Lab ID
92339665001
92339665002
92339655003
92339655001
92339666002
92339655003
92339655001
92339665002
92339655003
92339655001
92339655002
92339655003
92339655001
92339655002
92339655003
92339665001
92339656002
92339655003
92339665001
92339665002
92339655003
92339655001
92339655002
92339655003
92339655001
92339665001
92339655002
92339655002
92339655003
92339655003
Sample ID
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CB31
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB1
2017-GS-CBB1
2017-GS-CBB2
2017-GS-CBB2
2017-GS-CBB3
2017-GS-CBB3
QC Batch Method
EPA 3546
EPA 3546
EPA 3546
9071B.
9071B
9071B
MADEPEPH
MADEPEPH
MADEPEPH
MADEPVPH
MADEPVPH
MADEPVPH
EPA 3050
EPA 3050
EPA 3050
EPA 7471
EPA 7471
EPA 7471
EPA 3546
EPA 3546
EPA 3546
ASTM D2974-87
ASTM D2974-87
ASTM D2974-87
EPA 9060 Modified
EPA 9060 Modified
EPA 9060 Modified
EPA 9060 Modified
EPA 9060 Modified
EPA 9060 Modified
QC Batch
359659
359659
359659
359653
359653
359653
359714
359714
359714
359667
359667
359667
359801
359801
359801
359947
359947
359947
94*=
360764
359696
359589
359589
359589
255513
255526
255513
255526
255513
255526
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2017 04:38 PM without the written consent of Pace Analytical Services, LLC.
Analytical Method
EPA 8081
EPA 8081
EPA 8081
9071E
9071B
9071B
MADEP EPH
MADEP EPH
MADEPEPH
MADEPVPH
MADEP VPH
MADEP VPH
EPA 6010
EPA 6010
EPA 6010
EPA 7471
EPA 7471
EPA 7471
EPA 8270 by SIM
EPA 8270 by SIM
EPA 8270 by SIM
0 C7 1 4 2021
Analytical
Batch
360187
360187
360187
359656
359656
359656
360581
360581
360581
359876
359876
359876
360062
360062
360062
360077
360077
360077
Gidir -Ni
361124
360583
ttbi QECTI P4 MHO
Page 28 of 32

Document Name: Document Revised: .Sept. 21,;2016 .
CCfJl78/ lC2i Sample Condition Upon Recel t(SLUR) Page 1 of.;
Document No.; Issuing Authority:
.F-CAR•CS-033-Rev.01 Pace Quality -Office
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersville� Raleigh❑ Mechanicsville❑
Client Na : OSI (�C rI
• " l �, PraJect #
'Courier: ❑Fed tx ❑UPS" ❑USPS []Client
❑ Commercial ❑Pace Zdiher:_
Custody Sea[ Present? ❑Yes . No Seat;_IntactZ ❑Yes -No
T WO# 9233=55 J ;
1 II'�III`II'I I'.III II I'� ill.
;92339869. , I
Date/Initials Person Examining Contents: _
PackingMaterial: ❑Bubble Wrap , Bubble,Bags. ❑None ❑Other.T / t
Thermometer:, � ,'
�IR Gun ID: Type of ce: Y9Wet []Blue ❑None` Samples onice,,cooling process has begun
Correction Factor: Cooler Temp Corrected,('CJ: Q BiologlcalTissueFrozen? []Yes. [:]No N/A
Temp should be above freezing to VC USDA Regulated Regulated Sall.(. ❑ N/A, water sample)
Did samples riginate In quarantine zone within the United States: CA, NY, or SC (check maps)? Did samples originate from a forelgn source,(Int atlonally,
Yes No
Including Hawaii and Puerto Rico)? ❑Yes No ,
'- Comments/Discrepancy: "
Chain of Custody Present?.
16yes
EINO
❑N/A
1.
. Samples Arrived within Hold Time?
Yes
❑No
N/A.
2:
short Hold Time .Analysis (42.hr. ?
❑Yes
emb
[:]NIA.
3.-
RushTurn Around Time Requested?
QYes
14RNO
❑N%A
4.
'
Sufficient Volume?'
—ares
[]No
❑N/A
5.
Correct Containers Used? -
-Pace Containers Used?
�t s
_RTes
[]NO
QNO
❑N/A
Q N A
6.
Contalners'.Intact7
= Yes
❑No
[]N/A,
7:
Samples Field Filtered7
QYes
QNO
930#A
8
Note illm77EntIsvisible Inthadissolved '.container s
Sample Labels Match COC?
-includes Datefime/ID/Anal sis Matrix: fJ
❑Yes
No
❑N/A
9.
fr
�- 1-. S' V 11 McS 130 Jlt p -
�`I`� a• •:i05 1.130 5 h3s W
Headspace In VOA Vials (>5-6mm)?
❑Yes
ONO
❑N/A
10.
Sp
Trip Blank Present?
Trip Blank Custody Seals Present?
[]Yes
❑Yes
[]NO
[]NO
❑N/A
❑N/A
11.Iv0
�n /� /Itt y rat
,S0ty1`1C it0)tsU'0 n .Ir'I��%1�,
ff
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Sample
Discrepancy:
WnaIySiS-00CCW geU atallagared es []NO:, o clrlal ysi5
Date/Timer
Project Manager SCURF Review: D It te:
Project Manager SRF Review: Date: �_,'-1[—)
REC-IfE1)
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to de "North Carolina DEHNR Certification Office (i.e.
Out of hold, Incorrect preservative, out of temp,incorrect containers)
0 CT 1 n 2021 "
Page 29 of 32
NUP SE-0 TC'ON MF D

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Ardurra Group North Carolina
Mark Weiss
[e-mail]
NORTH CAROLINA
Environmental Quality
September 16, 2021
Y ZF
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for the
Town of Carolina Beach, in New Hanover County
Dear Mr. Weiss:
This letter is in response to the above referenced CAMA Major Permit application, which was
accepted as complete by the Division's Wilmington office on July 8, 2021. Processing of the
application is ongoing. However, it has been determined that additional information will be
required prior to the Division taking final action on your application. The required item is
summarized below:
1) In accordance with 15A NCAC 07H.0208(a)(2)(B), it is the policy of this Division that,
prior to taking final action on a project of this nature, a Water Quality Certification for
the proposed development must first be approved by the Division of Water Resources
(DWR).
On September 14, 2021, the DWR placed the project on hold in relation to a request for
additional information. I have provided the DWR hold letter for your reference within the email
providing this notification.
Therefore, it is necessary that processing of your permit application be placed in abeyance until
such time as the required information is accepted by the DWR and final comments have been
provided.
If you have any questions concerning these matters, please feel free to contact me by telephone
at [phone] extension 215, or by email at gregg.bodnarna,ncderingov.
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.8082808

P/441 "
.11
Isla
Sincerely,
Gregg Bodnar
Division of Coastal Management
Assistant Major Permits Coordinator
DCM WiRO
Greg Currey, USACE Wilmington Regulatory Field Office
Holley Snider, DWR WiRO
D_ Q
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North CaroHm 28557
252.808.2808

S
DocuSign Envelope ID: A982B104-OC75-405B-82B4-932CC03DBE5D
ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretory
S. DANIEL SMITH
Dtrecror
Town Of Carolina Beach
ATTN: Bruce Oakley
1112 N. Lake Park Boulevard
Carolina Beach, NC 28428
NORTH CAROLINA
Environmental Quality
September 14, 2021
DWR Project #19890051v4
New Hanover County
Subject: REQUEST FOR ADDITIONAL INFORMATION
Town of Carolina Beach Marina Renovation and Dredging
Dear Mr. Oakley:
On July 16, 2021, the Division of Water Resources - Water Quality Programs received your CAMA
major development permit application dated April 21, 2021, requesting a 401 Individual Water
Quality Certification from the Division for your project. Your request consists of a permit
modification for the renovation Town of Carolina Beach marina basin including replacement and
relocation of all fixed and floating docks, associated sidewalks and installation of a new bulkhead on
the southern and eastern sides of the marina basin. The project also includes approximately 0.81
acres of excavation within the marina basin. The waters of the Carolina Beach Yacht basin are
designated as SB by the Division of Water Resources. The Division of Water Resources (DWR) has
additional questions regarding the proposed development and has determined that additional
information will be necessary to complete the review of your permit application. The application
is on hold until all of the following information has been received by our office.
Additional Information Requested:
1. Avoidance and Minimization:
The project proposes to excavate areas of the marina basin that are located within and
outside of the existing federal channel location. The existing federal channel is authorized
to a final depth of -8 feet NAD83 (-6 feet plus -2 feet of overdredge allowance). The project
proposes to expand the dredge footprint outside of the federal channel and to increase the
depth to -11 feet NAVD88. The DWR has concerns regarding purpose and need for
expanded excavation. It is unclear if connecting depths downstream can support this
depth without creating create hypoxic conditions at the terminus of the basin that could
result in a significant adverse impact to the aquatic resources and a violation of water
quality standards.
D Q+y North Carolina Department of Environmental Quality I Division of Water Resources
'fib Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796,7215

' -1 Town Of Carolina Beach Marina Project
DocuSign Envelope ID: A982B104-OC75-405B-82B4-932CC03DBE5D DWR#19890051v4
Page 2 of 2
2. The method of excavation (hydraulic vs. mechanical) has not been disclosed nor has the
proposed spoil disposal site. The DWR is concerned that pollutants may be present within the
dredge spoil material. Constituents such as heavy metals, inorganic and organic volatile
compounds could be released into surface waters through hydraulic and mechanical excavation
of the soft bottom substrate. The release of these pollutants into the waters could result in a
significant adverse impact to aquatic resources and in a violation of water quality
standards. Please demonstrate how downstream waters will be protected. The DWR
recommends, at a minimum, an initial evaluation of the dredge material as described in the
EPA/USACE Evaluation of Dredged Material Proposed For Disposal at Island, Nearshore or
Upland Confined Disposal Facilities. - Testing Manual be conducted. Depending on the results of
the evaluation, a sediment sampling plan may be required.
Pursuant to Title 15A NCAC 02H .0502 (e), the applicant shall furnish all of the above requested
information for the proper consideration of the application. Please respond in writing within 30
calendar days of receipt of this letter by sending one (1) copy of all of the above requested
information to the 401 & Buffer Permitting Branch, 1617 Mail Service Center, Raleigh, NC 27699-
1617 OR by submitting all of the above requested information through this link: https://edocs.deq
.nc.gov/ Forms/ Supplemental -Information -Form (note the DWR# requested on the link is
referenced above).
If all of the requested information is not received within 30 calendar days of receipt of this letter,
the Division will be unable to approve the application and it will be returned. The return of this
project will necessitate reapplication to the Division for approval, including a complete application
package and the appropriate fee.
Please be aware that you have no authorization under the Water Quality Certification Rules for this
activity and any work done within waters of the state may be a violation of North Carolina General
Statutes and Administrative Code.
Please contact Holley Snider at 910-796-7215 or holley.sniderOncdenrgov ifyou have any questions
or concerns.
Sincerely,
ESig W by:
PA° ` WvA'''-64
E3ABA14AC7DU34...
Morella Sanchez -King, Regional Supervisor
Water Quality Regional Operation Section
Division of Water Resources, NCDEQ
cc: Greg Currey, USACE Wilmington Regulatory Field Office (via email)
Maria Dunn, NCWWC (via email)
Kim Harding, NCDMF (via email)
Gregg Bodnar, NCDCM Morehead City (via email)
Paul Wojoski, NCDWR 401 and Buffer Permitting Branch Central Office (via email)
Mark Weiss, Ardurra Group (via email)
DWR WiRO 401 files (Laserfiche)

Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Thursday, September 16, 2021 10:35 AM
To:
'[e-mail]'
Cc:
Hall, Bryan L; MacPherson, Tara; Pietila, Tanya K
Subject:
Town of Carolina Beach CAMA hold notice
Attachments:
Town of CB -Marina (On Hold).pdf; 19890051v2_Town of Carolina Beach -Marina
Dredging_Sept.21 .docx.pdf
Morning Mr. Weiss,
Please see above for the DCM hold notice and the DWR hold that triggered the DCM hold. Please keep me in the loop as
you work with DWR in resolving their additional information request. At this time I do not have any additional
comments of concern.
If you have any questions please feel free to call.
Regards,
Gregg
e i.• f l3'."S'.`v4 s�—1
iR9Ali+fKNOi(M PR4�� '!
i Gregg Bodnar
Assistant Major permits Coordinator
Division of Coastal Management
I Department of Environmental Quality
252 808 28W ext 21S (Office)
re Bodnar ncde_ m.Rory
Email correspondence to and from this address is subject to the
North Carolina pabitc Records Low and may be disclosed to thud parties.

Bodnar, Gregg
From: Hall, Bryan L
Sent: Wednesday, July 21, 2021 9:28 AM
To: Bodnar, Gregg; Pietila, Tanya K
Subject: RE: CAMA Major Application: Town of Carolina Beach - Marina Renovation (State Permit
No. 86-18)
Hi,
Sorry about that. The accepted complete date is 7/8/21 as that was when it met the 30 day prefiling requirement.
Tanya- let me know how I can help or if I need to change anything and resend to you!
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
— > Nothing Compares .. ,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Bodnar, Gregg <[e-mail]>
Sent: Wednesday, July 21, 2021 8:33 AM
To: Pietila, Tanya K <[e-mail]>; Hall, Bryan L <Bryan. L. Ha I I@ ncden r.gov>
Subject: RE: CAMA Major Application: Town of Carolina Beach - Marina Renovation (State Permit No. 86-18)
Hey all,
Can you review this one for the accepted as complete date? It bounces from 7/8/21 and 7/15/21 on the ack letter to
7/8/21 on the computer sheet, to 7/2/21 on the processing record sheet and 7/15/21 on the pub.
We may have to redo the ack letter and pub depending which date is correct.
Thanks for the help,
Gregg

From: Pietila, Tanya K <[e-mail]>
Sent: Friday, July 16, 2021 1:57 PM
To: Harding, Kimberlee k <Kimberlee.Harding ncdenr.eov>; Christenbury, Mike <[e-mail]>; DCR
- Environmental_ Review <[e-mail]>; Butler, Rodney A <[e-mail]>; Zeigler,
Mark D <[e-mail]>; Harris, David B <[e-mail]>; Dunn, Maria T.
<[e-mail]>; Walton, Tim <[e-mail]>; Moser, Mike <[e-mail]>;
Hilliard, Wanda <[e-mail]>; Humphrey, Jeremy <[e-mail]>; Gupton, Sharon
<[e-mail]>; Hall, Christine <[e-mail]>; Sams, Dan <[e-mail]>; Cox,
Heidi <[e-mail]>; Miles Murphy<[e-mail]>
Cc: Bodnar, Gregg <[e-mail]>; Hall, Bryan L<[e-mail]>; SVC_DCM.MHC.Admins
<DCM. M H C.Ad m i ns @ ncd e n r. gov>
Subject: LAMA Major Application: Town of Carolina Beach - Marina Renovation (State Permit No. 86-18)
Hello All!
Please accept this correspondence as the official distribution of CAMA application from Town of Carolina Beach (Marina
Renovation) for development in Carolina Beach, New Hanover County.
Attachments include: Field Investigative Report, work plans, comment sheet, and any other documents intended for you.
NOTE:, Please complete the bottom portion of the comment sheet with your information and signature.'
*RETURN TO GREGG BODNAR at ereee.bodnarCamcdenr.eov*
NO oversized work plans have been submitted by the applicant
For questions or concerns, please contact Gregg Bodnar at [e-mail] or [phone] ext. 215.
Thank you!
Tanya Pietila
Permit Support Specialist
NC Department of Environmental Quality
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone]
[e-mail]
E-mail correspondence to and from this address
may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Major Modification
I. APPLICANT'S NAME Town of Carolina Beach Marina Renovation (Phase 4 & 5)
2. LOCATION OF PROJECT SITE: 110 Carl Winner Drive, adjacent to Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover County.
Latitude: 34102'11.93" N Longitude: 77053'33.27" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit- 3/24/21
Was Applicant Present- No
5. PROCESSING PROCEDURE: Application Received - 3/22/2021
401 WOC Pre -File Date - 6/8/2021
DCM Complete - 7/2/2021
Day 30 for Pre -File - 7/8/2021
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Carolina Beach
Land Classification From LUP - Marina Mixed Use, Commercial 1 and Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing -Municipal
Planned - N/A
(F) Type of Structures: Existing - Municipal Marina facility incl. bulkhead and docking system.
Planned - New bulkhead, reconfiguration of existing docking facility,
additional slips, new sidewalks and excavation within the footprint of the
existing marina in the Carolina Beach Yacht Basin (Phases 4 and 5).
Source - N/A
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands
(B) Open water
-35,288 sq. ft.
3,000 sq. ft.
-8,534 sq. ft.
basin
shaded
(C) Other (Highground)
-72,192 sq. ft.
(disturbed)
(D) Total Area Disturbed:-119,014 sq. ft. (2.7 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to excavate and renovate the southern and eastern
portions of an existing municipal marina facility including replacement and relocation of all fixed and
floating docks, replacement of sidewalks, and installation of a new bulkhead within the Carolina Beach
Yacht Basin. The marina will have a total of 31 formalized boat slips and 3 transient AECEIVED
JUL 2 0 2021
DCM-MHD CITY

Town of Carolina Beach Marina Renovation (Phase 4 and 5)
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 110 Carl Winner Drive, adjacent to the Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover County. To locate the project site from the WiRO take US-132 S/ S.
College Rd. for approximately 7 miles. Continue on US-421 S/Carolina beach Rd for an additional 7
miles to the Snows Cut Bridge that leads into Carolina Beach. Turn left onto Carl Winner Drive in
approximately 1 mile. The project site will be located on the left-hand side of the road directly behind
Fins Island Buffet and Grill. The property is surrounded by commercial development.
The property is located at the end of the Carolina Beach Yacht Basin and extends along the western,
southern and eastern ends of the basin. The basin is approximately 262 ft. wide in this area. The high
ground portion of the property is developed into a gravel parking lot and wooden boardwalks extend
around the entire municipal marina. The shoreline is stabilized by an old wooden bulkhead on the
eastern and southern sides and a new bulkhead on the western and southwestern sides. Upland
vegetation consists of sparse lawn grass. The property is approximately 3 acres in size and has an
average elevation of approximately 4 feet above mean sea level. The entire project site has
approximately 971 linear feet of shoreline frontage. There are no Coastal or "404" type wetlands
located on or adjacent to the proposed project area. This portion of Carolina Beach experiences a high
volume of tourism during the summer months as most of the commercial fishing fleet is located within
the basin. The USACE Federal Channel extends throughout the Yacht Basin with an authorized depth
of -6 ft. NAD83. The marina has numerous floating docks and finger piers in need of repair. Some of
the boat slips are only accessible with ladders. The property currently provides dockage for 38 slips
with 5 large slips for head boats.
Numerous General Permits have been issued since 2006 to replace floating docks within existing slips,
to reconfigure slips, add mooring pilings and add fixed pier sections. State Permit No. 81-09 was issued
on July 10, 2009 via express permitting for installation of 4 transient boat slips including floating docks,
finger piers and a boatlift in the southwestern corner of the marina. This permit expired on June 23,
2014. Existing water dependent structures include a new steel bulkhead on the west and southwest
side of the basin, existing failing wooden bulkhead along the southern and east sides of the basin and a
series of both fixed and floating docks. The western bulkhead and a portion of the southern bulkhead
have been replaced with new steel bulkheads under GP 67113D, which was issued on December 19,
2016 and GP 69390D, which was issued on August 23, 2017 and re -issued on January 3, 2018. Minor
Permit No. CB 16-23 was issued on January 10, 2017 authorizing the construction of a 10 ft. wide
sidewalk landward of the new bulkhead along the western side of the marina. State permit number 86-
18 was originally issued on August 10, 2018 for the excavation and renovation of the western portion of
the existing municipal marina, including the replacement and relocation of all fixed and floating docks.
State number 86-18 was issued as Phase 3 of a 5-phase project designed to continue improvements to
the facility overtime. The work for phases 1 and 2 was completed under CAMA emergency general
permits issued in 2016 and 2017. A minor modification was issued May 8, 2019 for outfall replacement
and bulkhead repair. State permit 86-18 is due to expire on December 31, 2022.
The Town of Carolina Beach Land Use Plan classifies the adjacent waters and high ground area as
Marina Mixed Use and Commercial 1 and the water portions as Conservation. This area has been
designated as urban waterfront. There are no known archaeological sites located in the project vicinity.
The waters of the Yacht Basin are classified SB by the Division of Water Resources. They are NOT
designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are
CLOSED to the harvest of shellfish.
RECEIVED
JUL 2 0 2021
DCM-MHD CITY

Town of Carolina Beach Marina Renovation (Phase 4 8 5) RECEIVED
Page 3
JUL 2 0 2021
10, PROPOSED PROJECT: DCM-MHD CITY
The applicant proposes to excavate and renovate the southern and eastern portions of an existing
municipal marina facility including replacement and relocation of all fixed and floating docks,
replacement of sidewalks, and installation of new bulkhead within the Carolina Beach Yacht Basin. The
marina will have a total of 31 formalized boat slips and 3 transient slips.
According to the applicant, Phases 4 and 5 will consist of reconfiguring the southern and eastern side
of the old docking facility with new floating docks, finger piers and fixed platforms for a total of 22
formalized slips on the southern and eastern side with 3 transient slips on the western side. The marina
will have a total of 34 boat slips. Beginning on the southwest comer of the parcel a platform measuring
20ft. in length by 10 ft. in width will provide access via a ramp to a floating dock measuring 180 ft. long
and ranging in width from 6 ft. to 15 ft. wide running parallel to the bulkhead. Five finger piers
measuring 42 ft. long by 6ft wide extend perpendicular to the bulkhead providing docking space to slips
1-S through 8-S. An additional access ramp extends to a fixed platform 20 ft. long by 20 ft. wide in the
southeastern corner of the basin. This platform provides additional access via ramp to a floating dock
running parallel to the eastern bulkhead measuring 332 ft. long and ranging in width from 8 ft. to 16 ft.
wide. Four finger piers measuring 24 ft. long by 6 ft. wide extend perpendicular to the bulkhead
providing docking space to slips 1-E through 10-E. Landward of slip 5-E an additional 10ft. long by 7ft.
wide fixed platform provides additional access from the high ground via ramp. Three additional finger
piers measuring 34 ft. long by 6 ft. wide, 38 ft. long by 6 ft. wide, and 22 ft. long by 6 ft. wide provide
access to slips 11-E through 14-E. The docking facility terminates 17 ft. from the adjacent riparian
corridor. An access ramp leads back to the high ground to an existing wooden platform in the northeast
corner (see Drawing S1.0 and narrative). The western side of the marina has been reconfigured under
Phase 3 of this development as previously permitted. According to the applicant, a total of 29 new
pilings will be installed, 17 of these are tie pilings. Temporary pilings may be required for boats that
need to be relocated during construction and the Town of Carolina Beach will coordinate with DCM.
The application states that there are no fuel dispensing operations on site and there will not be
overnight or live -aboard dockage allowed. The application also states that no new structures will be
installed past the USACE Federal Channel setback.
Replacement of the southern and eastern bulkhead will be an average of 3.75 ft. waterward of the
existing wall will result in the filling of 3,000 square ft. of estuarine and public trust waters. A bulkhead
measuring approximately 415 linear feet would be installed on the east side and a bulkhead measuring
approximately 260 linear feet would be installed on the south side. The proposed bulkhead will tie into
the existing bulkhead. The applicant states that 3,000 sq. ft. of clean sand as backfill material will be
brought onsite. Six existing outfalls, two on the southern and four on the eastern side, will be expanded
through the new bulkhead (see sheet C3).
The applicant also proposes to excavate the southern and eastern portion of the existing marina basin
with either long reach excavation, bucket to barge or hydraulic methodology, including areas within the
Federally maintained channel. According to the applicant, the southern and eastern sides of the basin
located adjacent to the bulkhead would be dredged via a long -reach excavator. The remaining
proposed excavation will be done either hydraulically or with bucket to barge methodology. A floating
turbidity curtain is proposed during any bucket to barge excavation (for a detailed depiction of the
proposed dredge footprint and existing water depths, please refer to sheet 2 and 3 of 4).
Approximately 6,095 cubic yards of material would be excavated from the basin in an area measuring
approximately 190 ft. long by 85 ft. along the southern side and approximately 300 ft. long by 100ft
along the eastern side (See Sheet 2 of 4). Water depths in the vicinity of the project average
approximately -8 ft- NAVD88 and range from -4 ft. to -10 ft. The applicant intends to oxcavate to a final
depth of approximately -11 ft. NAVD88 (at MLW) and the applicant states that this will conform with the
existing entrance channel depths. NOTE: The Federal Channel is authorized for excavation to a
depth of- 8 ft. NAD83 (6 fL plus 2 ft. overdredge allowance) in this area, but existing depths
have been confirmed by the USACE to be -10 ft. to -12 ft. The applicant has not provided a dredge

Town of Carolina Beach Marina Renovation (Phase 4 & 5)
Page 4
disposal location at this time, but the application states that they will identify a location for spoil and
negotiate a consent agreement with the property owner prior to commencing any dredge operation.
Lastly, proposed upland development consists of 5,361 square feet of impervious sidewalk which will
be over existing impervious surface on the southern and eastern upland side of the property including a
12 ft. wide by 240 ft. long concrete walkway, 5 ft. wide by 150 ft. long sidewalk and construction of 20 ft.
long by 20 ft. wide building in the previous building footprint. In addition, approximately 2,800 square
feet of an existing 350' of 8' wide timber board walk will be replaced with either slatted timber or hog
slat. 17,267 square feet of existing street asphalt is proposed for replacement. The applicant proposes
to expand the previous grass area from 8,277 sq. ft. to 10,912 sq. ft. (See Drawing C3). Note: This
area has historically been designated as Urban Waterfront.
11. ANTICIPATED IMPACTS:
The proposed floating docks would incorporate approximately 8,534 sq. ft. of open water within the
applicant's area of riparian access and within '% of the width of the waterbody. The proposed
maintenance dredging would disturb approximately 35,288 sq. ft. of bottom substrate, a portion of
which is within the Federally maintained channel. The 35,288 sq. ft. of spoil will be placed on an upland
location that is to be determined. The proposed bulkhead would result in the filling of approximately
3,000 sq. ft. of open water. Approximately 36,904 sq. ft. of high ground will be disturbed on site,
however, most of the disturbance is within the existing footprint. The applicant proposes 2,131 sq. ft. of
new impervious sidewalk, bringing the total impervious up to 23,028 sq. ft. The applicant proposes the
creation of 2,635 sq. ft. of new pervious, bringing the total pervious 10,912 sq. ft. within a designated
Urban Waterfront Area.The proposed reconfiguration will not encroach into the 15 ft. adjacent riparian
setback on either side. Minor increases in turbidity should be expected during construction and a
turbidity curtain will be utilized during any bucket to barge excavation; however no long-term adverse
impacts are anticipated.
Submitted by: Bryan Hall Date: 7/15/2021 Office: Wilmington
RECEIVED
JUL 2 0 2021
DCM-MHD CITY

DWR Pre -Filing Meeting Request Form
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Mark F. Weiss
[e-mail]
Town of Carolina Beach
Carolina Beach Boat Basin Repairs and Renovation
New Hanover
Owner Address: * Street Redress
Ardurs Group North Carolina 3809 Peachtree Ave
Address Line 2
Suite 102
city
WILMINGTON NC
Postal/Zip Code ,,,,Pr ,
28403 New Hanover
Is this a transportation Project?* Yes No
Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Individual Permit
Shoreline Stabilization
Does this project have an existing project ID#?
Yes No
Please list all existing project ID's associated with this projects.
CAMA Major Permit 86-18
401 Water Quality Certification - Express
Modification
Do you know the name of the staff member you would like to request a meeting with?
RECEIVED
JUL 20 2021
Please give a brief project description below and Include location information. * DCM-M HD CITY
PROJECT SITE BACKGROUND:
As indicated In the original Permit Application, the history of the Town of Carolina Beach Boat Basin can be dated back to
1939 when the USACE Indicates that bulkheads, wharf, and mooring improvements were made to the marina. Based on
historical aerial photographs, the Carolina Beach Town Marina has been utilized as a commercial marina since 1966 and
has functioned in its current arrangement since 1981. In the 1981 photo, the Marina is bound on the East, West and South

Sides by sheet pile retaining wall with a timber relieving platform located along the southern wall
The transient dock facility was constructed in 2010 in the south-east comer of the marina.
In 2017, the western portion of the marina renovation was begun to repair damage sustained during Hurricane Matthew.
These repairs Included the installation of 235' of new steel sheet pile retaining wall under two CAMA General Permits. This
revitalization effort was continued in 2018 and included new floating docks for nine (9) slips, a new pump out station, and
dredging along the western side of the marina, all of which was completed under CAMA Permit 86-18.
PERMIT HISTORY.
1. December 19, 2016 — DCM issued a General CAMA Permit for emergency repair to the southern portion of the western
bulkhead.
2. August 23, 2017 — DCM issued a General CAMA Permit for emergency repair to the northern portion of the "stem
bulkhead. This permit was approved with the project as an Urban Waterfront Designation.
3. January 3, 2018 — DCM issued a General CAMA Permit for the same work identified in Item 2 above due to the permit
expiring. This permit was approved with the project as an Urban Waterfront Designation.
4. August 10, 2018 — DCM issued a CAMA Major Permit (No. 86-18) for the western slips, pump out and dredging of the
"stem side.
5. May 8, 2019 — DCM Issued a minor modification to Permit 86-18 for the repair of the elevated timber deck, wall repair,
and stormwater pipe repair in the northeastern comer of the basin.
EXISTING CONDITIONS:
Water Structures & Docks
Currently, the south and eastern walls of the marina are supported by anchored timber navy style walls that were damaged
by Hurricane Florence or were are otherwise in significant disrepair. The eastern wall generates a significant concern for
the Town due to its proximity to Canal Drive and the underground utilities located within that roadway.
The eastern thirteen (13) slips are accessed directly from the timber boardwalk along East Canal Drive by means of timber
access ladders to small, elevated timber finger piers. The stem section of each commercial slip is marked by signage for
the charter vessel and have an existing approximate water depth of -8' +/-.
The southern six (6) were historically utilized for larger head boats and access to the vessels is by means of an
approximately 12' wide elevated timber board walk / relieving platform. The board walk also housed a ticket booth and
signage for each vessel. The average water depth at the exiting boat slips is approximately -10'
Upland Area
The area immediately behind the eastern sheet pile wall is a timber board walk that is in significant need of repair and
currently has sections that are out of compliance with regards to ADA. The boardwalk serves as a pedestrian walkway
running along Canal Drive, which is a two-lane roadway that serves as one of two means of access to the north and of
Carolina Beach. Due to the partial wall failure during Hurricane Florence, a section of the roadway has developed
significant cracking of the traffic were surface and movement of the sub -base and will require replacement. All of the above
is within the 30' AEC setback. Total percentage of existing impervious area within the AEC setback along the eastern wall is
80%.
The area immediately behind the southern sheet pile wall is comprised of a 12' wide gravel access road used for EMS/Fire
and delivery vehicles to the larger vessels. Beyond the access road, the area Is a grass island / park space with stamped
concrete sidewalks, several areas of plantings, a flagpole, and an existing pump out station. Per information from town
records, the access road and a portion of the park are In the approximate location of the original alignment of Cad Winner
Drive. A.s such, critical underground utilities for the northern and of Carolina Beach run within this area. Total Percentage of
existing impervious area within the AEC setback along the southern wall is 50%.
Stormwaler Management
Currently, stormwater within the area of the eastern and southern sections of the marina is handled by a combination of
catch basins with discharge pipes and sheet flow into the marina. The stormwater along the eastern side of the marina is
collected Into catch basins along Canal Drive on the east and discharged into the marina by four (4) stormwater pipes. The
stormwater along the southern side of the marina is collected into catch basin along Cad Winner Dr and discharged by
three (3) stormwater pipes into the marina.
PROPOSED MODIFICATIONS
__:_ m RECEIVED
JUL 2 0 2021
DCM-MHD CITY

nm uiwu,wuuno ywyuaw u, uus mares rou uu mwmwuon nicmuo ma wnuwnia uuyiwanenw, wnit,ii nie u, wnipum me
with Town of Carolina Beach Planning and Zoning requirements, and the Town requests that the project be considered
under the designation of Urban Water Front per 15A NCAC 07H.0209 part (g):
West Side
• Replace one of the existing, permitted, slips with a floating kayak launch.
• Permit three (3) transient / day slips to be located in the southwest comer of the boat basin as defined In the attached
permit documents as slips 10-W thru 12-W.
South Side
• Replace 260 linear feet of timber sheet pile retaining wall with new anchored steel sheet pile retaining wall located
approximately 3' outboard of the existing wall. This will be into the existing steel sheet pile wall in the southwest comer of
the marina.
• Remove the existing elevated limber reliving platform.
• Provide a layout for four (4) commercial slips designated and four (4) transient slips designated 1-S thou 8-S.
• Provide ADA access to the slips by means of two elevated timber access platforms supporting aluminum gangways that
will access the new 10' wide main floating dock. Each pair of slips will be provided access by means of 6' wide floating
finger piers.
• The western most access platform is proposed to be a 200 SF observation/unloading platform with an ADA viewing
station to provide northern views of the marina and the Myrtle Grove Sound.
• Provide midship breasting and spring line piles for each slip. All new piles will be outside of the USACE setback line. Four
(4) existing piles are located within the setback line and will remain in place and will continue to be used as spring piles.
• The upland area is defined as the contractor laydown yard and is shown within the proposed Erosion and Control Plan.
This area will be reconstructed in a similar manner and for similar use as current conditions, with the percentage of
Impervious surfaces within the AEC to be equal to or less than currently defined.
• Provide a code complaint handrail along the length of the boat basin that will be supported by the concrete cap of the
sheet pile system.
• Provide flood check valves on the stormwater discharge pipes within the southem wall.
• Provide commercial signage and "fish boards• for each vessel. These will be incorporated into the hand rail design to
allow for a clean, uniform look.
• Complete minor road modifications to reclaim approximately 600 SF of Impervious road surface to pervious grass/park
area outside of the AEC setback.
• Provide a new 20' x 20' information building/kiosk for the commercial harbor that will be located outside of the AEC set
back.
East Side
• Replace 421 linear feel of timber sheet pile retaining wall with new anchored steel sheet pile retaining wall located
approximately 3' outboard of the existing wall.
• Provide a layout forfourteen (14) commercial slips designated as tE thou 14E.
• Provide ADA access to the slips by means of three elevated timber access platforms supporting aluminum gangways that
will access the new 8' wide main floating docks. Each pair of slips will be provided access by means of 6' wide floating
finger piers.
• The southernmost access platform is a proposed replacement it an existing 400 SF observation platform. The new
platform will be of the same footprint and will have ADA viewing stations to provide westward and southern views of the
marina.
• Provide spring line and midship breasting piles for each slip. All piles will be outside of the USACE setback line.
• The existing timber board walk is proposed to be replaced with elevated concrete 'hog -slat' sidewalk structure supported
by a low capacity pile system. The use of the'hog-star is proposed to maintain the sidewalk / board walk area as pervious.
• Provide a code complaint handrail along the length of the boat basin that will be supported by the concrete cap of the
sheet pile system.
• Due to the roadway damage, the town is proposing to remove and replace the roadway along Canal Drive within the
vicinity of the project.
• Complete the repairs to the elevated wooden platform and stormwater discharge located in the northeastern comer of the
basin as identified and approved in the minor modification to permit 86-18.
RECEIVED
JUL 2 0 2021
DCM-MHD CITY

• Provide commercial signage and `fish boards" for each vessel. These will be incorporated Into the hand rail design to
allow for a clean, uniform look.
Dredging
Approximately 6,095 CY of material is proposed to be removed from the southern slip and eastern slip area that would
bring the total proposed for the manna to approximately 11,605 CY The current water depths within the proposed dredge
area vary from -4' to -10'. The sheet pile retaining walls will be designed for a maximum proposed dredge depth of -11'.
Dredging will be completed by either'bucket to barge' mechanical dredge or hydraulic dredge. The town will Identify a
location for spoil and negotiate a consent agreement with the property prior to commencing any dredge operation.
Environmental Protection During Construction
A floating turbidity curtain will be used during all phases of the bulkhead replacement and construction. In addition,
sedimentation and erosion control devices will be required for high ground work during construction. Total disturbed area on
the high ground is approximately 0.9 acres.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.
Signature*
Submittal Date 6/e/2021
RECEIVED
JUL 20 2021
DCM-MHD CITY

PARID: R08818-006-026-000
CAROLINA BEACH TOWN OF
Parcel
Aft 10
313011.56.5386.000
Address
301 CANAL DR
Unit
City
CAROLINA BEACH
Zip Code
Neighborhood
A6S13
Class
GOV-Exempt Government
Land Use Code
449-Marina-Marine Craft Dock
Living Units
Acres
3
Zoning
MB-1-MARINA
Legal
Legal Description
YACHT BASIN TRACT CAROLINA BEACH
Tax District
CB
Owners (On Januarylst)
Owner
CAROLINA BEACH TOWN OF
City
CAROLINA BEACH
State
NC
Country
Zip
28428
THE DATA IS FROM 2021
Sales
Sale Date Sale Price Grantee Grantor
01JAN-01 $0 TOWN OF CAROLINA BEACH • NOT IN SYSTEM
Sale Details
Sale Date
Sale Key
Sale Price
Grantee
Grantor
Sale Source
Rook
Page
Sale Type
Sale Validity
Sale Flag
STEB
Instrument #
Instrument Type
Adj. Reason
Adj. prim
Adj. Amount
Link
Misc. Improvements
01-JAN-01
358886
$.00
TOWN OF CAROLINA BEACH
• NOT IN SYSTEM •
D-Deed Stamps (Unverified)
noon
0000
VACANT
U-Unqualified
Other Instrument Type
301 CANAL DR
Book Page Sale Key
0000 0000 358886
RECEIVED
JUL 20 ZV1
DCM-MHD CITY
RECEIVED
Click Here to vlew the deed for this parcel MAR 2 2 ZR 1
DCM WILMINGTON. HC

Card
Desc
Year Built
Grade
Width
Length
Area
1
PP -PP
2006
C
1
40
40
1
PP -PP
1951
C
1
306
306
1
BKH-BKH
1951
E
1
918
918
1
PP -PP
1951
C
1
200
200
Permits
Permit #
06-149
07-100
Land
Line Number
Land Type
Land Code
Square Feet
Acres
Values
Year
Total Land
Total Buildings
Appraised Total
Legal Description
Legal Description
Tax District
Subdivision Code
Subdivision Name
Exemption Code
Exemption Amount
THE DATA IS FROM 2021
Permit Date Flag Purpose Amount
25-APR-2006 C FDK $1,500.00
02-MAY-2007 C REPAIR $5,330.00
1
A -ACREAGE
WL
126324
3
THE DATA IS FROM 2021
2021
$700
$161,700
$162,400
MARKET VALUE SHOWN - EXEMPTIONS TO BE REFLECTED IN AUG BILLS
THE DATA IS FROM 2021
YACHT BASIN TRACT CAROLINA BEACH
CB RECEIVED
003067
'JUL 20 2021
Ex M-MHD CITY
152400
1VIA 2 2 2021
DCM WIL INGTON, NC

Sorry, no sketch available
for this record
r"
1LKHEAD-BKH:BULKHEAD
818
ERIPLNG- PP:PIER ON PILING
2DO
ERIPLNG- PP:PIER ON PILING
306
ERIPLNG- PP:PIER ON PILING
40
RECEIVED
'JUL 2 0 2021
DCM-m"D C ITy
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

1
3/6 5
III 1/111/11 111
2011013411
5FOR REGISTRRTION REGISTER OF DEED:
NEW HRNOVER C" NEISHC
2011 MAY 17 11:43:27 AM
BK:559 K:2145-2152 FEE:$37.00
I6RUEFNX11013M
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ None
Tax Parcel Identifier No. R08818-006-032-000
This instrument was prepared by: Smith Moore Leatherwood LLP (DCB)
300 North Third Street, Suite 301, Wilmington, N.C. 28401
Brief description for the Index: .75 ac Carolina Beach Yacht Basin
— known as the "Ice Plant" Tract
308 N. Lake Park Blvd, Carolina Beach, NC
THIS DEED made this
GRANTOR
EDNA D. WEEKS (Widow);
THOMAS W. WEEKS and wife, CAROL W. WEEKS;
NORMA B. WEEKS (Widow);
EMILY WEEKS BAREFOOT (Widow);
WILLIAM PLAYER BAREFOOT
and wife, ROMY G. BAREFOOT
and between
THE ICE PLANT LLC
1404 Hedgelawn Way
Raleigh, NC 27615
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot or parcel of land situated in the Town of Carolina
Beach, New Hanover County, North Carolina, more particularly described as follows:
BEING all of Grantor's undivided five -sixth (5/6) undivided interest in and to that certain tract or
parcel of land containing .75f acres and known as the "Ice Plant Tract", being more particularly
described upon Exhibit A hereto attached and made a part of this deed.
RECEIVED
LIAR 2 2 2071
RECEIVED
DCt:4 INILir711,CT
JUL 20 2021 I RkTU 1-ro muN W)oouE Lrov.4 oca LLP
DCM-MHD CITY

Signature Page —
Thomas W. Weeks and wife, Carol W. Weeks
Deed
Weeks Family to THE ICE PLANT LLC
THOMAS W. WEEKS
CAROL W. WEEKS
STATE OF NORTH CAROLINA
COUNTY OF�1
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
Purpose stated therein and in the capacity indicated: '[homes W. Weeks and wife am
W. Weeks
Today's Date: I 2011.
[No*y's signature as name appears on seal]
ML. MC 0 Iprjo�-
[No aryI printed name as it appears on seal]
My commission expires: � 4 c)A ) u. x13
al in space above]
RECEIVED
JUL 2 0 2021
DCM-MHD CITY
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

TO HAVE AND TO HOLD the aforesaid parcel of real estate and all privileges and appurtenances
thereto belonging to the Grantee in fee simple. And the Grantor covenants with the Grantee, that
Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple, that
title is marketable and free and clear of all encumbrances, except as herein set forth, and that Grantor
will warrant and defend the title against the lawful claims of all persons whomsoever except for the
exceptions hereinafter stated. Title to the property hereinabove described is subject to the following
exceptions:
l . Ad Valorem taxes for the year 2011 and subsequent years.
2. Enforceable easements, restrictions, and rights of way of record affecting title to the
property conveyed herein.
3. All applicable zoning and land use ordinances, statutes, building codes and regulations,
IN WITNESS WHEREOF, the Grantor has caused this instrument to be duly executed on
signature pages 2, 3, 4, 5, 6, and 7, attached hereto and made a part hereof, as of the day and year
first above written.
EDNA D. WEEKS (Widow)
STATE OF NORTH CAROLINA
COUNTY OF #}$ d PAY _
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: Edna D. Weeks (Widow)
Today's Date: &I &A_C ll /r _, 2011. }�
T i ��C(7
[Notary s signature as name appears on seal]
SP 94jV .D, C4j57 fry0-1 '
[Notary's printed name as it appears on seal]
[Affix Official Seal in space above]
My commission expires: APP, f j-
RECEIVED
JUL 2 k 2021
DCM-MHD CITY
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

Signature Page —
Norma B. Weeks
Deed
Weeks Family to THE ICE PLANT LLC
mla-)
NORMA R. WEEKS (Widow)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: Norma B. Weeks.
Today's Date: . -Wi l .
S E v "••
� ° `
y,;R��5�; 'TKDiary's signauve as name appears on seal]
y',
SI v10 SCVC 3
pUB\'\Oei=v [Notary's printed name as it appears on seal]
w"M"' aWt.CKIr �l"N� My commission expire �l/Q t �yYl�2,()%S
[Affix Official Seal in space above]
(OFFICIAL SEAL)
RECEIVED
JUL 20 2021
DCV-MHD CITY
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

Signature Page —
Emily Weeks Barefoot (Widow)
Deed
Weeks Family to THE ICE PLANT LLC
EMIIA WEEKS BAREFOOT idow)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: Emily Weeks Barefoot (Widow)
Today's Date:
�t\uu ulu��
►j\NE J y, �i�i
NOTARY
PUBLIC
11r/llll 111[`\`
[Affix Official Seal in space above]
2011.
[Notary's signature as name pears on seal]
(l t1�sn1 e ) F11�12L'—tS
[Notary's printed name as it appears on seal]
My commission expires: 10
RECEIVED
JUL 2 0 2021
DCP-MHD CITY
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

Signature Page —
William Player Barefoot and wife, ROMY G. Barefoot
Deed
Weeks Family to THE ICE PLANT LLC
STATE OF NORTH CAROLINA
COUNTY OF UJQ. KP
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: William Player Barefoot and wife
Romy G. Barefoot.
Today's Date: A)(py2'! L( 1 S 2011.
r
[N ary's signature as name appears on seal]
KAREN S BOWLES �I
NOTARY PUBLIC r\ Ci �P6� S . �,6Q�'
""r o4ii�ts [Not*'printed name as it appears on seal]
My commission expires:Dtr�
r
[Affix Official Seal in space above]
(OFFICIAL SEAL)
RECEIVED
JUL 20 2021 RECEIVED
DCM-MHD CITY MAR 2 2 2021
DCM WILMINGTON, NC

EXHIBIT A
PROPERTY DESCRIPTION:
acice
ant r^I act —
Caro ma eac Yacht Basin
Beginning at an existing iron pipe in the Eastern Right of Way line of Lake Park Blvd.
(66 foot public Right of Way also known as U.S. Hwy. #421,) said iron pipe being
located South 01 degrees 38 minutes West 50.0 feet from an iron pipe in the place of a
concrete monument marking the dividing line between B.B. Humphrey and Nathan
Humphrey as established by a judgment duly entered in the Superior Court of New
Hanover County at the September 1921 term entitled B.B. Humphrey vs. Nathan
Humphrey; running thence, from said Beginning point, with the Southern line of the
Marley tract South 88 degrees 22 minutes East 250.0 feet to an old pipe; thence, the same
course continued South 88 degrees 22 minutes East 46.0 feet to a point at the
approximate high water line of Myrtle Grove Sound; thence, the same course continued
South 88 degrees 22 minutes East 114.0 feet to a point in Myrtle Grove Sound; running
thence, Southwardly with a line 200.0 feet Westwardly and parallel to the centerline of
Canal Drive 148 feet more or less; running thence, North 88 degrees 22 minutes West
82.0 feet to a point at the high water line of Myrtle Grove Sound; thence, the same course
continued North 88 degrees 22 minutes West 31.0 feet to an iron pipe; thence, the same
course continued North 88 degrees 22 minutes West 149.5 feet to an iron pipe, the same
being the Southeast comer of the tract conveyed to Tremarco Corp. by deed recorded in
Book 590 at Page 419of the New Hanover County Registry; running thence, with the
Tremarco Corp. Eastern line North 01 degrees 38 minutes East 73.6 feet to an iron pipe at
the face of a wall; running thence, with the face of said wall the following courses and
distances: North 25 degrees 04 minutes 48 seconds West 7.38 feet, North 24 degrees 55
minutes 00 seconds West 11.51 feet, North 43 degrees 58 minutes 00 seconds West 5.39
feet, North 43 degrees 37 minutes 00 seconds West 5.56 feet, North 53 degrees 05
minutes 00 seconds West 10.97 feet, North 62 degrees 06 minutes 00 seconds West 11.01
feet, Notch 68 degrees 36 minutes 00 seconds West 11.30 feet, North 76 degrees 55
minutes 00 seconds West 11.01 feet, North 77 degrees 45 minutes 00 seconds West 11.11
feet, North 82 degrees 02 minutes 00 seconds West 11.47 feet, North 85 degrees 15
minutes 00 seconds West 10,68 feet and North 86 degrees 45 minutes 00 seconds West
11.00 feet to a point in the Eastern Right of Way line of Lake Park Blvd.; running thence,
with the Eastern Right of Way line of Lake Park Blvd., North 01 degrees 38 minutes East
20.0 feet to the point of Beginning, containing 0.75 acres more or less; and being a
portion of the property conveyed to W. H. Weeks and wife, Emily Lucile Weeks by deed
recorded in Book 418 at Page 581 of said Registry, less and except that portion conveyed
to Tremarco Corp by the above referenced deed.
TOGETHER WITH all rights, title and interest of Grantor in that certain Temporary
Easement in Gross recorded in Book 1843 at Page 575 of said Registry.
WILMINGTON 32749.3
RECEIVED
RECEIVED
MAR 2 2 2021
JUL 2 0 2021
DCM WILMINGTON, NC
DCM-MHD CITY

JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
nnnn..nn»r nu..ry.n..n rruou..uu.»...................................n...........nu... uuu.».
Filed For Registration:
Book:
Document No.:
Recorder:
05/17/2011 11:43:27 AM
RE 5503 Page: 2145-2152
2011013411
8 PGS $37.00
JOHNSON,CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2011013411*
2011013411
RECEIVED
JUL 20 2021
DCM.MHD CITY
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: TOWN OF CAROLINA BEACH
Mailing Address:
Phone Number:
Email Address:
1121 N. LAKE PARK BLVD.
CAROLINA BEACH, NC 28428
910458-2999
[e-mail]
I certify that I have authorized ARDURRA GROUP NORTH CAROLINA
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: TOWN OF CAROLINA BEACH
BOAT BASIN RENOVATION AND REPAIR
at my property located at 300 CANAL DR., CAROLINA BEACH, NC 28428 ,
in NEW HANOVER County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner lnnffo/rr ation:
e � \ Lt/ i
Signature
Print or Type Name
�SsS7oat r�rJQfrt(�
Title
0 4 / ZV / zdZ
Date
This certification is valid through 12 / 31 / 2022
RECEIVED
MAY 0 7 2021
DCM WILMINGTON, NC
RECEIVED
JUL 2 0 2021
DCM-MHD CITY

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so that we can return the card to you.
■ Attach this card to the back of the mallpiece,
or on the front if space permits..
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2. Article Number (transfer from service laben
7020 2450 0000 9292 9003
Ps Form 3811, July 2020 PSN 7530-112-000-9053
A.
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❑ Agent
D. Is delivery address different from Item 1? u Yet
If YES, enter delivery address below; ❑ No
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❑ Registered Mail-
Adullfiag nature Restricted DelMary
❑ stared Mail Restricted
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collect on Dalwary
❑ signature Confirmation
collect on Delivery Resticted Delivery
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nsured Mail
nsun!�Moll ra,wcted Delivery
Domestic Return Receipt
RECEIVED
JUL 20 2021
RECEIVED
MAR 2 2 2071
DCM-MHD CITY DCM WILMINGTON, NC

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or on the front If apace permits.
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Domestic Return Receipt
RECEIVED
JUL 2 0 2021
RECEIVED
MAP, 2 2 ZHI
DCM WILMINGTON, NC
DCM-MHD CITY

ROY COOPER
Governor
EUZABETH S. BISER
sea uvy
BRAXTON DAVIS
Dkre r
Mark Weiss
3809 Peach Ave., Suite 102
Wilmington, NC 28403
Dear Mr. Weiss,
NORTH CAROLINA
Environmental Quality
July 15, 2021
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for the Town of Carolina Beach,
for State approval for development of the subject property located at 110 Cad Winner Drive, adjacent to the man-made Carolina Beach
Yacht Basin in New Hanover County. It was received as complete on July 8, 2021 and appears to be adequate for processing at this
time. The projected deadline for making a decision is September 21, 2021. An additional 75-day review period is provided by law when
such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from July 15, 2021, you may request a meeting with the Director of the
Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working
days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will
find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this
notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the
notice card to a telephone pole or tree along the road right-of-way fronting your property: or at a point along the road right-of-way where
a private road would lead one into your property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal
agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report andlor
comments from reviewing agencies.
Sincere)
Bryan Hall
4CQ
Field Representative
cc: Gregg Bodnar, DCM USACE
Holley Snider, DWR Miles Murphy, t.PO RECEIVED
Bruce Oakley, Applicant
JUL 2 0 2021
DCM-MHD CITY
D_EQ� North Carolina Department ofEnvironmcntalQuality I Division or Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7275

v
0
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NO T 1 (01$ 1,7A
CAMA PERMIT
APPLIED FOR
m Applicant proposed to excavate and renovate the southern
m Pf$NNigt de
m replacement o fixedfloating docks, sidewalks ins a a ion of
v a new bulkhead resulting in a total of thirty-oneformal ize sips
& three (3) transient slips at 110 Carl Winner Dr., adj to the Carolina
Beach Yacht Basin in Carolina Beach, New Hanover County.
COMMENTS ACCEPTED THROUGH Agggst 711., 2021
APPLICANT:
Town of Carolina Beach
c/o Bruce Oakley
Lake Park 151Vd.
Carolina Beach, Nib 2842ii
Agent., Ardurra Group North Carolina
c/o Mark Weiss
[phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
�•�NC Div.
Ca-rdinal Dr. Ext.
Wilmington,

ROY COOPER
Governor
ELIZABETH S. BISER
secretory
BRAXTON DAVIS
Director
July 16, 2021
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Town of Carolina Beach
NORTH CAROLINA
Environmental Quality
Hello: Please publish the attached Notice in the Wednesday, July 21, 2021 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior
to payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Piedla at the NC Division
of Coastal Management,127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226
(Customer No. 48989S).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Wilmington office.
cc: MHC Files
Gregg Bodnar — MHC
USACE
-tila
lupport & Customer Assistance
RECEIVED
JUL 2 0 2021
DCM-MHD CITY
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for a development permits in Areas of
Environmental Concern as designated under the CAMA: On July 15, 2021, the Town of Carolina
Beach proposed to excavate and renovate the southern & eastern portions of an existing municipal
marina facility to include replacement of all fixed & floating docks, sidewalks & installation of a
new bulkhead resulting in a total of thirty-one (31) formalized slips & three (3) transient slips at
110 Carl Winner Dr., adj. to the Carolina Beach Yacht Basin in Carolina Beach, New Hanover
County. Copies of these applications can be examined or copied at the office of Bryan Hall N.C.
Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington, NC 28405, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to August 11, 2021 will be considered
in making the permit decision. Later comments will be accepted and considered up to the time of
permit decision. Project modification may occur based on review and comment by the public and
state and federal agencies. Notice of the permit decision in these matters will be provided upon
written request.
RECEIVED
JUL 2 0 2021
DCM-MHD CITY
North Carolina Department of Environmental Quality I Division of Coastal Management
D_ E QJ�
WIImington Office 1 127 Cardinal Drive Extension I Wllmi gton. North Carolina 28405
a�/
910.7%.7215

Date
Date
Check from
Name of
Vendor
Check
Check Permit
Rct. Of
Received
Deposited
Permit Holder
Number
amount Number/Comments
7/15/2021
Town of Carolina
same
BB&T
79699
$400.00
Major Fee,110 Car Winner Dr, CB
TP rct.
Beach
NHCo (Phase III permit #85-18)
15652
SPLIT 60/40
v
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Major Permit Fee Schedule
Project Name:e"6yA q-ffDo�, KU cA�b't County: Oe- ' 4"111 �
Check No & Amount: #7%6"
IqOO
DCM %
DWQ %
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100% ($250)
0% ($0)
excavation of any wetlands or
open water areas:
It. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas:
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 General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concems related to
water quality or aquatic life:
). If General Water Quality
40%
$4
60% ($240)
Certification No_ 4175 cannot be applied:
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60% ($265)
40% ($190)
of wetlands and/or open water areas:
RECEIVED
JUL 20 mi
DCK4-MHD CITY

NC Division of Coastal Management
Major Permit Application Computer Sheet
Applicant: dsfi,v\ cv4h-,e a-cv\
AEC:
Fee: $ � # � �q'
CDAITS MHCcc
Agent/Contractor
Project Site County: u J� lam
Staff: r� District: Wilmington
Project Namq:g_,. �tCJ Rover File: n/a River Basin: -€-�
Initial date of application submittal:
Date application "received as complete' in the Field office: �O
Permit Authorization: ❑CAMA 0 Dredge & Fill QlBoth
SITE DESCRIPTIONIPERMIT INFORMATION
ORW: ❑Yes [PNo I PNA: ❑Yes No
Photos Taken: Yes ❑ No
Setback Required (riparian): ❑Yes Wo
Critical Habitat: ❑Yes ❑No C6NotSure
15 foot waiver obtained: Yes No
Hazard Notification Returned:
❑Yes rXNo
SAV: ❑Yes QJtdo ❑Not Sure
Shell Bottom: ❑Yes ❑No Not
Temporary Impacts: KYes ❑No
Sure
Sandbags: ❑Yes [XNo ❑ Not Sure
Did the land use classification come
Mitigation Required (optional):
from county LUP: []Yes []No
❑Yes (*o
Moratorium Conditions:
Environmental Assessment. Done;
Length of Shoreline:
❑Yes ❑No ❑NA
[]Yes ❑NoVNA
�-(p9n FT.
Shellfish Area Designation`.
Project Description: (code)
Development Area:_ (coda
Open -or- se
2. —�- .
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) ❑Nutrient Sensitive Waters (NSW) Swamp Waters (SW)
❑ High Quality Waters (HQW) ❑Outstanding Resource Waters (01
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Olasswort (Salicornia sp.)
wetlands)
(CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cord grass (Spartina
❑ (SY) Salt reed grass (Spartina
alterniflora)
cynosuroides)
El (OS) Salt or spike grass (Distichlis
❑ (SC) Bullmsh or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp J
❑ (JR) Black needlerush (Juncos
❑ (SP) Salt/meadow grass (Spartina
roemedanus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Privpublic or comm w/ D&F to 1
can be applied - $250
acre; 4144 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
Permit Transfer - $100
❑ III(B) Public or commercial w/ D&F to 1
Express Permit - $2000
acre; 4144 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv. public or comm w /D&F to 1
acre; 4144 can be applied; DCM needs
DWQ agreement - $400
DCM-MHD CITY

Applicant:_,
Date:
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension t
Dimension 2
Dimension 3
Dimension 4
One
One
a Work
Mnt ❑
Replace
❑ Y ❑ N
'ryry
bo,
New Work
Maint ❑
Replace
❑ Y Ig N
y
Z
r
New re
Replace
J
Malnt❑
❑'Y RN
4::)-----
,/
S
New Work
Replace
22 r
/—el
6
r
Maint ❑
❑ Y N
�5
j
New Work
Replace
(fir
f
�f
\
Maint❑
❑Y fpN
L
1
New Work
Replace
�� f •.
f
Main/ ❑
❑ Y UN
JS
�C
rS
New Work
Replace
[3ID
1z
hMaint❑
❑YtoN
New Work
Replace
Maint ❑
❑ Y`V N
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found
in your Habitat code sheet.
(Applied for.
(Anticipated final
(Applied for.
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
Habitat Name
Choose One
includes any
Excludes any
total includes
anticipated
restoration
any anticipated
restoration or
and/or temp
restoration or
temp impacts)
impact amount)
temp im acts
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
tamp impact
amount
j
Dredge Fill ❑ Both ❑ Other ❑
'� 3J, 288
35,z6f�
1'
Dredge ❑ Fill ❑ Both ❑ Other •j6
8l5 2JL(
(5,rs J(A
IU')
Dredge ❑ Fill �f Both ❑ Other ❑
611
Dredge ❑ Fill ❑ Both ❑ Other [� `•
iZ� ��Z
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge Fill Both ❑ Other ❑
RECEIVED
JUL 20 2021
DCM-MHD CITY
919.733.2293 :: 1.a88-4RC0A5T :: www.nccoastalmana9ement.net revised: 0226AS

Date:
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
One
Choose
One
Dimension 1
Dimension 2
Dimension 3
Dimension 4
NmW*rklr
Replace
Maim ❑
❑ Y I7N
/
S
,
New Work
Maint ❑
Replace
❑ Y JPN
(O
New Maint ❑*
Replace
El
�3
New * ❑
Main�
ace
El N
lJ�
r
l
New Work Cf
Maint ❑
Replace
❑ Y I'VN
eL
l
S
New Work
Maint ❑
Replace
EIYIPN
New Work
Maint❑
Replace
Ely JRN
/�
70
2©
'j
2�
Ma tZr❑
Yace
N
( C)
Z0
n
—
`
New Work
Maint ❑
Replace
❑Y 15N
(�
New Work
Replace
Maint ❑
Ely [IN
New Work ❑
Replace
Maint ❑
Ely ❑ N
New Work ❑
Replace
Maint ❑
❑ Y [IN
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
Ely [IN
New Work ET
Replace
Maint ❑
❑ Y [IN
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y [IN
New work ❑
Maint ❑
Replace
Ely ❑ N
JUL 20 2021
New Work
Maint ❑
Replace
❑ Y [IN
D
-MHD CI
919.733-2293 :: 1.8884RCOAST :: www.neeoestaimannasment.net revised: 02126118

DCM Coordinator: Gregg Bodnar
County: QJte�j
Permit #: V K l O
WIRO ,MAIL DISTRIBUTION SHEET
� /� ,, —
Circle onCBioRepq0-73
/Permit for: �o 06 0 _' " `&Vi Vt 0 ' Oversize IK
DCM Offices: 0 lik
Morehead City: PT (if oversize) via Courier
`cc Gre .narr.app.drawings, deed, comment sheet_
documents (Gregg & Amand ) _ ,n A WA_
Imington: Original hard -copy �v`
ONLY USACE & DWR (wiro): Recommendations, PN, Letter w/Site Card, Fee Ghbrt and Agent Authorization
USACE Wilmington: Carteret Co): PN, CL, Reports, Split Sheet
use both [e-mail] (NH/BR): PN, CL, Reports, Split Sheet _
reg Currey (NH/BR: PN, CL, Reports, Split Sheet _
Div of Water Resources: ✓t!lolley Snider - 401 (BR/NH): PN, CL, Reports, Split Sheet _
y n er-401 (PNION): PN, CL, Reports, Split Sheet_
Div of Water Resources: V-16heri Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet
Marine Fisheries:
.4im Harding _
DCM Planner/WiRO:
M0tike Christenbury
Cultural Resources:
vi�enee Gledhill-Eadey Environmental.Reviewencdenr.00v_
Natural Heritage Prog,
[Rodney Butler _
DCA-Rural Eco. Dev:
4ilark Ziegler
NC
DOT:
-0/avid Harris
Wildlife Resources:
-Maria Dunn w/Reports
State Property Office:
Tip
i Walton: DEED _
e Moser
_
t�l✓anda Hilliard, Real Property Agent (Bio Reports only)
Shellfish Sanitation:
✓Jeremy Humphrey (Bio) /Shannon Jenkins (Po
n Gupton, Admin
DEMLR:-04r9tine Hall - Stormwater Section _
0611 Sams - Land Quality Section
Public Water Supply: vHeidi Cox_
City of Wilmington: Akfgkrr ttn
Enforcement: Field Rep: 1J • �/��
Co. LPO 1` 1 1 r l� • y- X
Agent: U RECEIVED
/� (I JUL 2 0 2021
DISTRIBUTED: /1 I 1 DCM-MHD CITY
Updated 5/6,21 CAMA/Shaun majors docs/e Agency List

Hall, Bryan L
From:
Sent:
To:
Subject:
Please print his email for the file;)
MacPherson, Tara
Tuesday, May 25, 2021 11:02 AM
Hall, Bryan L
FW: [External] RE: CB marina
Tara MacPherson
Wilmington Region District Manager
NC Division of Coastal Management
Department of Environmental Quality
910 796-7266 office
910 395-3964 fax
tare. macPherson ancdenr.aov
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss [mailto:[e-mail]]
Sent: Tuesday, May 25, 2021 10:55 AM
To: Hall, Bryan L <Bryan. L.Hall @ ncdenr.gov>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: [External] RE: CB marina
CAUTION: External email. Do not click links or open unless you verify. Se
Report Spam,
Bryan,
Thanks for the update. So you have it all in one email:
South Side —from west to east
• 130' x 12' (at western access —1-S to 6-S)
• 42' x 15' ( at eastern access)
• 8' x 6' ( access to slip 8-S)
East Side — from south to North
• 110' x 8' (at southern access — 2-E to 4-E)
• 53' x 11' (at middle access point —5-E to 6-E)
• 88'x 8' (slips 7-E to 10-E)
• 52' x 16' (at northern access —11-E to 12-E)
• 46' x 7' (at northern end slips 13-E, 14-E)
RECEIVED
JUL 2 0 2021
DCM-MHD CITY

To: Hall, Bryan L <[e-mail]>
Cc: MacPherson, Tara <tara.macoherson@ncdenr.¢ov>
Subject: RE: [External] RE: CB marina
Bryan,
I looked into the MP 4 and the drawings. We will modify that section on the docks. The main floating docks vary in
width form 8' to IS'depending on where you are based on where gangways come in and the like. See the snip
below. Do you want us to break these areas down like the following fror the North and South sides:
South Main Floating Dock: 180' Total Length broken down into the following:
130' x 12'
42' x 15'
8' x 6'
1 • � � H.1 &2 21�
8t03
1 tI�CONCRMCAP-su sneer. !u,�llitm.,v - - -
41
tJ NEw T ?—. —+:b °vrtn Ic"Aw.E,uw i _
Y _
�j
/ �.,, I I 1
_ • • NEW Tl a Y .�{ a ' +vCNEWga TI
ire • .tNceR 'I}1G
i W
Pairs
-NEW GANGWAY CONCRGW CONCRETE CAP i LLl _I W
1-E 'SEE
r-r 8-S > /OaST. 1 I.22 Wr I 0�
Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweiss�ardurra.com
O: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
RECEIVED
'JUL 2 0 2021
3
DCM-MHD CITY

Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweissdardurra com
O: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra com
From: MacPherson, Tara <tara.macohersonOncdenr gov>
Sent: Thursday, May 06, 20219:53 AM
To: Mark Weiss <mark.weissCdardurra.com>
Cc: Hall, Bryan L <Bryan.L.HdllCatncdenr.gov>
Subject: RE: [External] RE: CB marina
Hi Mark, Either way is fine. If any drawing updates will be bigger than 11 x 17 please provide 5 hard -copies. I believe it
was just the MP forms though.
Thanksl
Tara MacPherson
Wilmington Region District Manager
NC Division of Coastal Management
Department of Environmental Quality
910 796-7266 office
910 395-3964 fax
tara. macohersonancdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
RECEIVED
From: Mark Weiss fmailto:mark.weissimardurra coml
Sent: Wednesday, May 5, 2021 5:15 PM
To: MacPherson, Tara <tara.macoherson ncdenr Qov>
Subject: [External] RE: CB marina
JUL 20 2021
DCM-MHD CITY
External enurpo not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Tara,
I evidently forgot to write it down in my notes, but do you want me to drop of hard copies of the revised MP2 thru 4 and
the agent authorization for TOCB or will you take them by e-mail?

Please let me know if you need anything else. And thanks for the help!
�V
ARDURRA
mr.exaaell. iunaverc. ccWF
Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweissbardurra.com
O: 910.397.2929
M:910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
uOW
From: Hall, Bryan L <Bryan [e-mail]>
Sent: Tuesday, May 25, 20219:21 AM
To: Mark Weiss <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: [External] RE: CB marina
Hi Mark,
Thank you, I follow you on the breakdown of the south main floating dock. If you would do the same for the east main
floating dock and use those breakdowns to update the MP-41.c(i) (Docks and or/piers section) that would be great. I
just need the dimensions for the south and east main floating docks that match the drawings. I don't need a full
resubmittal or anything, an updated scanned MP-4 would be fine. Let me know if you have any questions.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
bryan.l.hall ncdenr.aov
127 Cardinal Drive Ext
Wilmington, NC 28405
A0. -- ' 'Nothing Compares RECEIVED
Email correspondence to and from this address is subject to the 'JUL 2 0 2021
North Carolina Public Records Law and may be disclosed to third parties. DCM-
MHD CIT
From: Mark Weiss <[e-mail]>
Sent: Monday, May 24, 20215:36 PM

From: Hall, Bryan L <Bryan.L.HaII(dDncdenr.gov>
Sent: Friday, May 14, 202110:36 AM
To: Mark Weiss <mark.weiss6Oardurra.com>
Cc: MacPherson, Tara <tara [e-mail]>
Subject: RE: [External] RE: CB marina
Hi Mark,
I had two questions regarding the dock dimensions in the MP-4. Please see the attached sheet. I'm trying to figure out
the correct dimensions of the two floating docks under 1.(c)(iii and iv). The lengths don't scale out on the drawing. I also.
can't seem to find the SO' width that is listed.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
brya n.l.hall @ncdenr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
'"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss <mark.weiss9iiardurra.com>
Sent: Friday, May 7, 20214:07 PM
To: MacPherson, Tara <tara [e-mail]>
Cc: Hall, Bryan L <Bryan L HOODncdenr.gov>
Subject: RE: [External] RE: CB marina
CAUTION: External email. Do not click links or open attachments unless you verify. send all suspicious email ag an attachment I
Tara,
I dropped off the MP2,3 and 4 and the new agent form off at the office drop box this afternoon.
Hope you have a good weekend.
Thanks,
RECEIVED
JUL 20 2421
DCM-MHD CITY

Mark F. Weiss. PE
Ardurra Group North Carolina
Structural Group Leader
mweisilaardurra.com
O: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
From: MacPherson, Tara <tara.macohersongbncdenr.Qov>
Sent: Thursday, April 22, 20212:36 PM
To: Mark Weiss <mark.weissCdardurra.com>
Subject: CB marina
Hey Mark do you have time for a quick phone call to discuss this application so we can get it complete?
Get Outlook for iOS
RECEIVED
JUL 2 0 2o21
DCM-MHD CITY

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fil(activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ram p
Rock Groin
Rock
(excluding
NWL
Breakwater
shoreline
stabilization
Length
382'
Width
190.6'
Avg. Existing
Depth
8.51
NA
NA
Final Project
Depth
_ 1 1.
NA
NA
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
8.085 CY Sand and sediment
c. (1) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
a other wetlands (WL)7 If any boxes are checked, provide the N/A
number of square feet affected.
❑CW _ ❑SAV ❑SB
OWL _ ®None
(ii) Describe the purpose of the excavation in these areas:
To provide clearance from bottom of marina for boats.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Contractor -provided, pennlaed disposal location. Agreement or consent
agreement to be In place before dredoing begins
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(II) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WI-)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV []SO
OWL %None
00 Describe the purpose of disposal in these areas:
To safely dispose of waste sediment in appropriate area.
❑This section not applicable
b. Dimensions of disposal area.
Will be provided once location is selected.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
f. (I) Does the disposal Include any area In the water)
[]Yes ®No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
JUL 20 2021
DCM-MHD CITY
RECEIV
MAY 07 Z021
DCM WILMINGTON, NC
252-808-2806 :: 1.888-4RCOAST :: www.nccoaslalmanaaement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Tma of shoreline MAhili,afinn
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL:
3.75'
Width: 22'
d. Maximum distance waterward of NHW or NWL: 4.31'
e. Type of stabilization material: f. (1) Has there been shoreline erosion during preceding 12
PZ22 Steel Sheet Pile x 30' 0" (Epoxy Coat Upper 20') months?
❑Yes ®No DNA
(ti) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feel of fill to be placed below water level. h_ Type of fill material.
Bulkhead backfill 3 000 SF Riprap _ Clean sand and drainage stone
Breakwater/Sill _ Other
1. Source of fill material.
Permitted borrow site
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No DNA b. (0 Will fill material be olaced in coastal wetlands/marsh rcwt
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excav
controlled?
Floating turbidity curtains
kept on site and erosion
c. (1) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe, pile driver, long reach excavators, xcavator on barge
d. (i) Will wetlands be crossed in porting quipmant to pr*ct
site? ❑Yes ®No DNA
(II) If yes, explain steps that will be taken d or minimize
environmental Impacts.
�l o3/z. "0i ,_.
Date �Q Applicant Name
Project Name Applicant Signature
RECEIVED MAY 0 7 2021
252-808-2808:: 1.88"RCOAST:: www.nccoastalmanaaement"net JUL 2 0 2021 DCM WILMINGT4 (41!F)Q2f26/06
DCM-MHD_CITY

ARDURRA
COLLABORATE. INNOVATE. CREATE.
March 22, 2021
Mrs. Tara MacPherson
NCDEQ — DCM —Wilmington Office
127 Cardinal Dr Extension
Wilmington, NC 28405
Re: Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18
Carolina Beach, NC
ARDURRA Group North Carolina is pleased to submit herein our request for a Modification to the
Existing CAMA Major Permit No. 86-18 as an authorized agent for the Town of Carolina Beach.
The Town of Carolina Beach is in the process of undertaking a capital project to renovate the
remainder of the Town's Commercial Marina located at 110 Carl Winner Drive, which was
damaged during Hurricane Florence. The scope of work outlined within this Major Modification
to Permit 86-18 was described within the original Permit Package as Phases IV and V but was not
permitted at that time. This modification seeks to obtain a CAMA Permit for the final phases of
the Marina Rehabilitation and Upfit.
PROJECT SITE BACKGROUND:
As indicated in the original Permit Application, the history of the Town of Carolina Beach Boat
Basin can be dated back to 1939 when the USACE indicates that bulkheads, wharf, and mooring
improvements were made to the marina. Based on historical aerial photographs, the Carolina
Beach Town Marina has been utilized as a commercial marina since 1966 and has functioned in
its current arrangement since 1981. In the 1981 photo, the Marina is bound on the East, West and
South Sides by sheet pile retaining wall with a timber relieving platform located along the
southern wall.
RECEIVE-:w RECEIVED
Ardurra Group North Carolina
JUL 2 0 2021
3809 Peachtree Avenue, Suite 102 1 Wilmington, NC 28403 1 910.397.2929 1 www.ardurra.com
DCM-MHD CITY

March 22, 2021
Page 2
The transient dock facility was constructed in 2010 in the south-east corner of the marina.
In 2017, the western portion of the marina renovation was begun to repair damage sustained
during Hurricane Matthew. These repairs included the installation of 235' of new steel sheet pile
retaining wall under two CAMA General Permits. This revitalization effort was continued in 2018
and included new floating docks for nine (9) slips, a new pump out station, and dredging along
the western side of the marina, all of which was completed under CAMA Permit 86-18.
PERMIT HISTORY:
1. December 19, 2016 — DCM issued a General CAMA Permit for emergency repair to the
southern portion of the western bulkhead.
2. August 23, 2017 — DCM issued a General CAMA Permit for emergency repair to the
northern portion of the western bulkhead. This permit was approved with the project as
an Urban Waterfront Designation.
3. January 3, 2018 — DCM issued a General CAMA Permit for the same work identified in item
2 above due to the permit expiring. This permit was approved with the project as an Urban
Waterfront Designation.
4. August 10, 2018 — DCM issued a CAMA Major Permit (No. 86-18) for the western slips,
pump out and dredging of the western side.
5. May 8, 2019 — DCM issued a minor modification to Permit 86-18 for the repair of the
elevated timber deck, wall repair, and stormwater pipe repair in the northeastern corner
of the basin.
EXISTING CONDITIONS: 7
Water structures &Docks w
Currently, the south and eastern walls of the marina are supported by anchored timber navy style
walls that were damaged by Hurricane Florence or were are otherwise in significant disrepair. The
eastern wall generates a significant concern for the Town due to its proximity to Canal Drive and
the undcr9round utilitiot loaatod within thAt rnarlWay.
The eastern thirteen (13) slips are accessed directly from the timber boardwalk along East Canal
Drive by means of timber access ladders to small, elevated timber finger piers. The stern section
of each commercial slip is marked by signage for the charter vessel and have an existing
approximate water depth of -8' +/-.
The southern six (6) were historically utilized for larger head boats and access to the vessels is by
means of an approximately 12' wide elevated timber board walk / relieving platform. The board
walk also housed a ticket booth and signage for each vessel. The average water depth at the
exiting boat slips is approximately -10' +/-. RECEIVED
JUL 2 0 2021
DCM-MHD CITY

March 22, 2021
Page 3
Upland Area
The area immediately behind the eastern sheet pile wall is a timber board walk that is in significant
need of repair and currently has sections that are out of compliance with regards to ADA. The
boardwalk serves as a pedestrian walkway running along Canal Drive, which is a two-lane roadway
that serves as one of two means of access to the north end of Carolina Beach. Due to the partial
wall failure during Hurricane Florence, a section of the roadway has developed significant cracking
of the traffic ware surface and movement of the sub -base and will require replacement. All of the
above is within the 30' AEC setback. Total percentage of existing impervious area within the AEC
setback along the eastern wall is 80%.
The area immediately behind the southern sheet pile wall is comprised of a 12' wide gravel access
road used for EMS/Fire and delivery vehicles to the larger vessels. Beyond the access road, the
area is a grass island / park space with stamped concrete sidewalks, several areas of plantings, a
flagpole, and an existing pump out station. Per information from town records, the access road
and a portion of the park are in the approximate location of the original alignment of Carl Winner
Drive. As such, critical underground utilities for the northern end of Carolina Beach run within this
area. Total percentage of existing impervious area within the AEC setback along the southern wall
is 50%.
Stormw_ ate_ r Management
Currently, stormwater within the area of the eastern and southern sections of the marina is
handled by a combination of catch basins with discharge pipes and sheet flow into the marina.
The stormwater along the eastern side of the marina is collected into catch basins along Canal
Drive on the east and discharged into the marina by four (4) stormwater pipes. The stormwater
along the southern side of the marina is collected into catch basin along Carl Winner Dr and
discharged by three (3) stormwater pipes into the marina.
PROPOSED MODIFICATIONS
The modifications proposed in this Major Permit Modification include the following
improvements, which are in compliance with Town of Carolina Beach Planning and Zoning
requirements, and the Town requests that the project be considered under the designation of
Urban Water Front per 15A NCAC 07H.0209 part (g):
West S' e
Replace one of the existing, permitted, slips with a floating kayak launch.
Permit three (3) transient / day slips to be located in the southwest corner of the boat
basin as defined in the attached permit documents as slips 10-W thru 12-W.
Rr -r.! 1
RECEIVED
JUL 2 0 2021
DCM-MHD CITY

March 22, a2021
ge
Page 4
4
South Si e
• Replace 260 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately Y outboard of the existing wall. This will tie into
the existing steel sheet pile wall in the southwest corner of the marina.
• Remove the existing elevated timber reliving platform.
• Provide a layout for four (4) commercial slips designated and four (4) transient slips
designated 1-S thru 8-S.
• Provide ADA access to the slips by means of two elevated timber access platforms
supporting aluminum gangways that will access the new 10' wide main floating dock Each
pair of slips will be provided access by means of 6' wide floating finger piers.
• The western most access platform is proposed to be a 200 SF observation/unloading
platform with an ADA viewing station to provide northern views of the marina and the
Myrtle Grove Sound.
• Provide midship breasting and spring line piles for each slip. All new piles will be outside
of the USACE setback line. Four (4) existing piles are located within the setback line and
will remain in place and will continue to be used as spring piles.
• The upland area is defined as the contractor laydown yard and is shown within the
proposed Erosion and Control Plan. This area will be reconstructed in a similar manner
and for similar use as current conditions, with the percentage of impervious surfaces within
the AEC to be equal to or less than currently defined.
• Provide a code complaint handrail along the length of the boat basin that will be
supported by the concrete cap of the sheet pile system.
• Provide flood check valves on the stormwater discharge pipes within the southern wall.
• Provide commercial signage and "fish boards" for each vessel. These will be incorporated
into the hand rail design to allow for a clean, uniform look.
• Complete minor road modifications to reclaim approximately 600 SF of impervious road
surface to pervious grass/park area outside of the AEC setback.
• Provide a new 20' x 20' information building/kiosk for the commercial harbor that will be
located outside of the AEC set back.
East Side
• Replace 421 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately Y outboard of the existing wall.
• Provide a layout for fourteen (14) commercial slips designated as 1 E thru 14E.
• Provide ADA access to the slips by means of three elevated timber access platforms
supporting aluminum gangways that will access the new 8' wide main floating docks. Each
pair of slips will be provided access by means of 6' wide floating finger piers.
APP 2
RECEIVED
JUL 2 0 2021
DCM-MHO CITY

n�
March 22, 2021
Page 5
• The southernmost access platform is a proposed replacement if an existing 400 SF
observation platform. The new platform will be of the same footprint and will have ADA
viewing stations to provide westward and southern views of the marina.
• Provide spring line and midship breasting piles for each slip. All piles will be outside of
the USACE setback line.
• The existing timber board walk is proposed to be replaced with elevated concrete "hog -
slat" sidewalk structure supported by a low capacity pile system. The use of the "hog -slat"
is proposed to maintain the sidewalk / board walk area as pervious.
• Provide a code complaint handrail along the length of the boat basin that will be
supported by the concrete cap of the sheet pile system.
• Due to the roadway damage, the town is proposing to remove and replace the roadway
along Canal Drive within the vicinity of the project.
• Complete the repairs to the elevated wooden platform and stormwater discharge located
in the northeastern corner of the basin as identified and approved in the minor
modification to permit 86-18.
• Provide commercial signage and "fish boards" for each vessel. These will be incorporated
into the hand rail design to allow for a clean, uniform look.
Dredging
Approximately 6,095 CY of material is proposed to be removed from the southern slip and eastern
slip area that would bring the total proposed for the marina to approximately 11,605 CY. The
current water depths within the proposed dredge area vary from -4' to -10'. The sheet pile
retaining walls will be designed for a maximum proposed dredge depth of -11'. Dredging will be
completed by either "bucket to barge" mechanical dredge or hydraulic dredge. The town will
identify a location for spoil and negotiate a consent agreement with the property prior to
commencing any dredge operation.
Environmental Protection During Construction
A floating turbidity curtain will be used during all phases of the bulkhead replacement and
construction. In addition, sedimentation and erosion control devices w06 be required for high
ground work during construction. Total disturbed area on the high ground is approximately 0.9
acres.
SUMMARY: �•;
The Town of Carolina Beach Commercial Marina has been in operation for nearly a decade, and
the proposed repair, replacements, and improvements are necessary for the marina to continue
to provide commercial water access for charter captains and their guests. The project is proposed
to be completed as a single project as outlined within the narrative and the attached permit
documents. The Town views DCM as an important stakeholder in the project and will coordinate
RECEIVED
JUL 20 2021
DCM-MHD CITY

March 22, 2021
Page 6
with DCM throughout the construction process. We respectfully request review and approval of
this Major Modification to CAMA Major Permit 86-18.
As the authorized agent for the Town of Carolina Beach, we hereby certifies that all information
contained herein is true, accurate, and complete to the best of my knowledge and belief. And
we respectfully requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
Respectfully Submitted,
Mark F. Weiss, PE
Structural Group Leader
RECEJVLD
APk 21 2021
RECEIVED
JUL 20 2021
DCM-MHD CITY

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ARDURRA
COLLABORATE. INNOVATE CREATE
May 3, 2021
Re: Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18
Carolina Beach, NC
Supplement to DCM MP-3
General Upland Development
RECEIVED
JUL 2 0 2021
DCM-MHD CITY
RECEIVED
MAY 0 7 2021
DCM WILMINGTON, NC
a. South Side
The upland area south of the marina will be utilized as the contractor laydown yard during
construction and is shown in the proposed Erosion and Control Plan. The area currently
is a grass, open air park space and will be reconstructed in a similar manner and use. This
area lies within the 75' AEC area. The percentage of impervious to pervious area is
proposed to be equal or better than currently constructed.
This side will have a 12' wide x 240' concrete walk/access way, with an 11' wide entrance
way on the west and a flared entrance way at the east. This concrete way will replace the
existing 12' gravel access road.
The south side will also have approximately 150 foot in length of 5' wide side walk. This
sidewalk will replace the existing side walk that will be damaged during construction. The
project also calls for the shortening of the bus turn out lane along Carl Winer Dr, by
approximately 60' in length, and this area will be used as new pervious park space.
A small, 20' x 20' ticket booth is proposed in the southern area to replace the existing 8' x
5' booth.
East Si e
Proposed upland improvement on the east side is the repair and reconstruction of the
asphalt paving surface of Canal Drive, replacing of approximately 20' of 5' wide sidewalk,
and the 8' wide timber boardwalk that was damaged during Hurricane Florence. The later
will be replaced with a 8' wide timber board walk or a 8' wide concrete hog slat board
walk. Both types of structures will be supported by a timber pile system. There is no
proposed change of impervious area within this area.
Ardurra Group North Carolina-
3809 Peachtree Avenue, Suite 102 1 Wilmington, NC 28403 1 910.397.2929 1 www.ardurra.com

CARtPLINA BEAGH MARINA UPLIFT
PRE -CONSTRUCTION SURVEY
NEW HANOVER COUNTY
CAROLINA BEACH, NORTH CAROLINA
OCTOBER 28, 2020
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SHEET
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CM-MHD CITY
RECEIVED I
JUL 2 0 2021 /�
ARDURRA
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51.0 PROPOSED MARINA LAYOUT III BULKHEADS
Si.l PHASES 1 & 2 STRUCTURAL NOTES AND SPECIAL INSPECTIONS
�� 7v __.__._---.,--
56.0 SECTION & DETAILS
ADJACENT PROPERTY OWNERS
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(NOW OR FORMERLY) In
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PARID: R08818-006-027-000 O] PARID: ROOODS-005-001-000
BOOK: 6193; PAGE: 1951 BOOK: 1240. PAGE: 0536
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USE: 957-Voeant Floors USE: 752-Auto Parking `6
OCBP3INC CAROUNA BEACH TOWN OF m
PARID: ROBB78-016-011-000 O PARID: R09006-005-002-000 j
BOOK: 5843; PAGE: 1458 BOOK: 1240; PADS: 0536 U y y ZCNED: CBD-CENTRAL BUSINESS DIS ZONED: CBD-CENTRAL BUSINESS DIS ]yqq
7 USE: 752-Auto Parking USE: 752-Auto Parking m W B
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BOOK: 56115;1 PACE 0 66 O BOOK: 2400 PARID: 0 PAGE: 00 000 p
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BOOK: 5447; PAGE: 0648
51.0 PROPOSED MARINA LAYOUT III BULKHEADS
Si.l PHASES 1 & 2 STRUCTURAL NOTES AND SPECIAL INSPECTIONS
�� 7v __.__._---.,--
56.0 SECTION & DETAILS
ADJACENT PROPERTY OWNERS
a p
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OHARBOR MASTERS PROPERTIES LLC CAROLINA BEACH TOWN OF
PARID: R08818-006-027-000 O] PARID: ROOODS-005-001-000
BOOK: 6193; PAGE: 1951 BOOK: 1240. PAGE: 0536
+""'•r + , PAy ,,, _ ZONED: CBD-CENTRAL BUSINESS DIS ZONED: CBD-CENTRAL BUSINESS DIS F
USE: 957-Voeant Floors USE: 752-Auto Parking `6
OCBP3INC CAROUNA BEACH TOWN OF m
PARID: ROBB78-016-011-000 O PARID: R09006-005-002-000 j
BOOK: 5843; PAGE: 1458 BOOK: 1240; PADS: 0536 U y y ZCNED: CBD-CENTRAL BUSINESS DIS ZONED: CBD-CENTRAL BUSINESS DIS ]yqq
7 USE: 752-Auto Parking USE: 752-Auto Parking m W B
_ {�g� MARVEL, CATHER9IE A CAROLINA BEACH TOWN OF ICE
BOOK: 56115;1 PACE 0 66 O BOOK: 2400 PARID: 0 PAGE: 00 000 p
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10 BOOK: 5586; PAGE: 2183 BOOK: 0000; PAGE: 0000 Z
ZONED: CBD-CENTRAL BUSINESS OIS ZONED: CBD-CENTRAL BUSINESS DIS •_
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TROUTMAN. BILL
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5 PARID: ROBBIB-016-007-000 in, PARID: R09006 003-001-000 `
ADJACENT PARCELS LOCATION MAP O160 120 6D eo o 'so
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BOOK: 5447; PAGE: 0648
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ISSUED FOR
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USE: 11-2 Fam Rea
USE: 547—CONVENIENCE GROCERY
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CONSTRUCTION SEOUEMt
1. REQIIEUME'CONSIRULTION CONEERENQ WITH COUNTY EROSION 1M5PEROR
MSTIX.
3. AUN qU D(G, WL iNf NC-BiI CENTER AT l 000 6]S{W9.
FMIG UTIIIREs ME NNIWN FROM BEST AVAILABLE INFORINTION AND ARE
6IP0.pL1MlE, iT U THE RESMNSNNLIIY OF AM LLNMRpI TO VERffY THESE ANDOTH@I UTILITIES BEFORE STARTING MNAAGNA ION.
Non"MLITY LOGTNG CW F NNY (NOSH O 1 SOD', K') OR MDNIWA',
UnLm OWNERS FOR UNDfNGRGIND U0EAMNB AT IFAST NB NOUR9 IN ADvtxCE.
3. THE MATERUM IS RES1 hWW WR (LMROL OF SITE ACCESS µD SIAM
MEASLPES WILL BE TRAIN TO RESTWCT AODESE BY THE PUWC AND M ENSURE
THE W DUC SAFETY.
t. INSTALL SILT FENCE µRO O:NLET PTECTION,
S. COMMENCE GRADING on"n T15.
6. SYM=E ALL DISTURBED RREA5 A5 SOON AS ANAL GRUGHTS ARE ESTABLISHED.
T, REIM)VE TAMPORIFY CONTROL DMSES OUT FBIR, EGO) ONCE PERMµEM
VEGETATIM COWER I$ M-TABLSHED,
GMDINGNOTES:
A. IMIMTF CONSTRUCTION SEQUENCE NAM. l THRU 4 BEFORE BEGINNING CLEARING AND
SPADING OPERATIONS.
3. CIEARARNS TO BE TRADED Of y NESETRTMAR. PROTECT VEGETATION
BEYOND GRADING UMUS.
3, STRIP T'CFSOILro FULL AREAS TO BE GAINED AND nOCNNLE 04 REMOVE
WAR SUE.
t. COMPAR ALL FALL AREAS TD SSW OF MARAMUR DENSITY.
5. ALL BANKS AND SWALE SINE SLOPES S. BE GGOEO W1TN NO STEEPER
THAN 3:1 SLOPES.
6, OREMTOR SWLL VERIFY EXISTING TOPOGGMIY IN RELATION TO THE PROPOSED,
SNARES TO ENSURE GU1142IN TXE DIRECTIONS INDIGT91 ON ME PLAN.
ERNEION EDMTROL:
1. AM GRADING BEYOND THE Df RLOW UNITS SHOY/N ON THE NAM IS A
VIGATON AND AS SUBJECT TO A FOE.
I STABILIZATION IS TIE BEST FORM OF EROSION CONTROL TEMPORARY SEWING
IS NECESSµY TO ACHIM. EROSION CONTROL ON LARGE DEFENDED AREAS AND
ESPECIALLY WHEN VECINGLLY RfQU 1RED AS PART OF THE COi5TR11CT10N
SEQUENCE SHOWN ON ME PLAN. ALL GIU 1 AOFSS MVST BE SEEDED AMID
NULADH O WITHIN 31 GLEHMR DAYS OF COMPLETION OP GMDING. ALL FLAT
AR ALI ARE M RE SEEDED ANO NUR CARED WITHIN 15 WORKING DAYS,
3. ADDmONL DEVICES MAY BE REQUIRED AS AGREED UPON BY FRAUD INSPEROR,
ENSTMER, AW OWNCR.
a, 7A.(DONSTRUCTOT CEASES DN AM SLOPED AREA NM WRE THAN I]
C ERDµ DAYS G0.15 WORgW DAYS IN FIAT N(FAS, qLL DISTURBED AREAS
MUST BE SEEM., MUL[NED, µD TACNED, UME55 WRITTEN µPROVK IS
G WMED BY THE EROSLON CONTRO RNSPEROR
5. R ARINT CONS'IRURION CfA FOR 31 CAUNDµ DAYS WAWG GRADING
OPERATIONS.&LDISTLPBEDµGS,INCWDINGOTCNESMVSYBESEEDED.
'GLARED. B TACNED. UNLESS WRITTEN APoROVy IS GRANTED BY THE
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1. ALL EROSION AND SEDIMENT CONTROL RUCIICES WILL BE CMECKE0IOR
IN
STABILITY AMID MSTHA WLLOWIW EVERYRUNOFF-PmNOREPP RAINFALL
AILI NN O CASELIBBATEL ONCEARTRI WEEP, µYNEIOIO DESIGNED
WILL BE MADE IMMEDIATELY REMOVED
TO MAINTAIN ALL ERACIMAN AS DESIGNED.
I. PROTECTION" WHdw PROBECOMES
PNDRU AS EAST
I E AND THE PIERCE.
THE SWAMP T FEN E WILL
ITrtE REPAIRED
BOUT D5 FEET TO ATTME FENCE.
THE SEDIMENT EAST W WILL FAMULAZE AS fEUED ARY TO MyMNN A BARRIER.
3. M L SEEDEING A CAMS WILL BE KInCIE®, RESEEDED A5 NKANF PLAN
µD
M OCNEOUS, DENSE TOSAKIEIGTONS IN THE VEGETATIVE AAN TO NyMyN
A VIGOROUS, OBIS[ Vf(ZTATN! COVER.
Sim IINDIAN;
1. THE CORTRAROR SNALL•VISIT THE SITE TO FAMILIARIZE THEMSAVES
WITH HELD CONSTR"E"M WIRDmo'S.
I. BORROW IMTFRUL: ALL BORROWED MATERIAL MUST COME FROMA
IEWIIY OPERATED MINE OR OTHER SOURCE AENLOYTD By
THE STATE.
3. CI.FAXW GRVNCD, STRIORD, 01 l(GVATED SPOIL SHALL BE
REIgVED FW M THE SRE OR USED IN WRDSWED ISLANDS.
SEWING SPECIFICATDNS'.
LIME. APPLY AM FOUNW PER I,MA SQUME MEET
FERMI APPLY 30 WINOS A'B'\ PR I,. SQUARE FEEL
SEED UON-NCUEU A1GMI OF WAY): AER ACM
MOVEMBER-MANOR
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(MULIED) 30 L6T.
R!%U! W LBS.
MUILN: APPLY ]'An TONSI.ACRE WHEAT SfMW A. APPEW®EQyy)
ON ALL SEEDED AREAS.
TACN: ALL SLOM MM STRAW HILEAH EXCTZDDR43:1 TO NAVE
ASPHUTTAOI AENEO AT THE GTE OF Ju GALLDMyACIIE.
• HER SOIL PWFPANATON AND, SERVING, INIMAU ME IMTRW.
OR EQUAL OR ALL DISTURBED µEIS.
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AROMA M WMTMR TIME.
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BULKHEAD NT PILING NOTES
LAYOUT:
THE GENERAL CONTRACTOR SHALL PROVIDE ALL LAYOUT
REQUIREMENTS TO CONSTRUCT HIS WORK TO THE LINES
ILL_
AND GRADES AS SHOWN ON THE PLANS.
STRUCTURAL STEEL:
1. DESIGN, DETAILING FABRICATION, AND ERECTION OF STRUCTURAL
STEEL SHALL BE IN ACCORDANCE WITH THE STEEL CONSTRUCTION
MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
NINTH EDITION. UNLESS OTHERWISE MODIFIED ON THE DRAWINGS
OR IN THE SPECIFICATIONS.
ARDURRA
2. STRUCTURAL STEEL ASTM A36
1 BOLTS: A325 3/4—INCH DIAMETER H.S. BOLTS H.D. GALV., U.N.O.
wrm „•mm
4. WELDING ELECTRODES A233 E70 SERIES
ry
. ' 101
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN
.,..
WELDING SOCIETY STANDARDS, LATEST EDITION.
TOWN
6. DESIGN CONNECTIONS FOR FULL STRENGTH MEMBER.
7. STRUCTURAL STEEL CLEANING: STEEL STRUCTURES PAINTING
of
COUNCIL LATEST EDITION: TO SUIT PAINT CO. REQUIREMENTS,
CAROLINA
B. PAINT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL
BEACH
WHICH IS NOT GALVANIZED. CLEAN, PRIME, AND PAINT WITH
TWO —COATS OF EXTERIOR MARINE GRADE PAINT.
BOAT BASIN
TOUCH UP AS REWIRED IN FIELD AFTER ERECTION.
°`v"E"aDORF1a'
9. NO SHOP PAINTING ALLOWED WITHIN 3—INCHES OF FIELD WELDS.
++z, wRrx u.e valx Y.w
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10. ALL ERECTION WORK FOR STRUCTURAL STEEL SHALL BE CARRIED
YaATx a,RauNA x«xa
OUT IN STRICT ACCORDANCE WITH LATEST OSHA REQUIREMENTS
CONCRETE:
0
1. CONCRETE WORK SHALL CONFORM TO AC1 318, LATEST EDITION.
2. PRE —CAST, PRESTRESSED CONCRETE:
5.000 PS AT 28 DAYS 1WTH CORROSION INHIBITOR.
3. CAST —IN —PUCE CONCRETE:
CONCRETE PLUG 4,000 PSI TYPE I WITH CORROSION INHIBITOR.
4. PRESTRESSED STRAND: ASTM A416, GRADE 270
INITIAL PRESTRESS FORCE FOR 7/16' DIA. STRAND - 21.7 KIPS
AND FOR 1/2' DIAL STRAND - 28.9 KIPS
5. REINFORCING STEEL BARS: ASTM A615, GRADE 60 EPDXY COATED,
9
UNLESS NOTED OTHERWISE. EPDXY COATING ON REINFORCING
SHALL CONFORM TO ASTM A775,
6. CONCRETE COVER FOR MAIN REINFORCING AS FOLLOWS:
CONCRETE SURFACE EXPOSED TO SOIL
UNFORMED SURFACE: 3 INCHES
FORMED SURFACE: 2 INCHES
CONCRETE SURFACE EXPOSED TO SEA WATER IMMERSCN:3 INCHES
CONCRETE SURFACE EXPOSED TO WEATHER:
l
A
SLABS: 2 INCHES
BEAMS: 2 INCHES
7. CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4' . 45 DEGREES
a Y
=
B. CONCRETE SHALL HAVE AN APPROVED ADMIXTURE TO PROVIDE
4 PERCENT TO 6 PERCENT ENTRAINED AIR.
7
Q
9. CONCRETE FINISH:
m
EXPOSED BEAM SIDES AND TOPS WOOD FLOAT AND RUB
SLABS AND CURBS: WOOD FLOAT AND BROOM PER DETAIL
Q Z
STEEL SHEET PIE SECTION PZ22
m 1,
m 2
CONFORMING TO ASTM A572 — GR. 50.
COATINGS: BY GLIDDEN OR APPROVED EQUAL
= U ..¢
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CUD GUARD BITUMASTIC, 2 COATS, 6 MILS DRY/COAT,
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BLACK, NO. 61778.
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UNLESS NOTED OTHERWISE, COAT AS FOLLOWS:
m W 9
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A. SHEET PIES: BOTH SIDES — UPPER 20'
Q ¢ i l
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B. MOORING PILES: (STEEL PIPE): — UPPER 30'
= C1 o
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C. ALL BULKHEAD WALERS, RODS, MISCELLANEOUS PLATES.
Maj
U
D. HARDWARE: GALVANIZED. COAT ALL SURFACES
2I
W
(PLATES, BOLTS, WASHERS, NUTS, ETC.) EXPOSED
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TO EXTERIOR.
E ALUMINUM: NONE
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F. CONCRETE: NONE
6
G. RAILING POSTS: NONE
3
H. RAIUNG AND HARDWARE: SEE DETAIL
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waE: r-ra nm,sNeeu
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le
S604 LIGHT/BANNER POLE BASE INTO GROUND
N 11.1D W DE LIGHT PME FWVNG M HAW A ,- KE D EDGE 4 MMND AND EINSNED
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DCM-MHD CITY
S602 ELEVATION - RAILING - TW.
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W4
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N Mw0jo5 M 8,3 7.5 7.7
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10 ` M 13.2 15.3 12.6 10,2 9 6y 410 0
10.5 m it., o fd- 14.9 15.8 13.4 11110S 10 6 101
1}lA9 � 11.2 o u'- 15.3 15.6 137 11.7 11.1 1111.. 10,6
6:8 11.3 113't M 155 15.4 12.2
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.i c5 11,5 - -11.9 ai_ m m 15.4v, j 14; - 14.2 12.9 11.8
11.4 •: - 15.3-- 153 14.6 13.4 13.1
7 11.5 2 6 15.3 15.9 14.6 13.6 13,2 12.4
11.3 11.6 15.5 16.3 14.8 13.5 L2b
t - 11.6 11.4 15.5 16.6 15.214.3 13S
' 0 7 11. 11.6 15.5 16.6 15.1 14.4 13.6
7' 12.1 15.4 16.4 15.0 1133.77
} ( 11.0 11.0 12.4 12.0 14.5 12.1 15.2 15.9 14.5 I3'0
74 10 7 12,0 11.5 132 15.5 14.1 12.1
10.6 11.3 11.3 13,2 14.8 13.3 11.5
Ir. ,olYr 10.4 104 I1.0 12.7 1110
10,3 10,4 11.2 10.0" 12.3 112 9 12.0 10.7
919 10.2 11.0 10.6 11.8 12.1 11.4 104
9,6 10.1 10.9 1019 11.6 11.2 9.9
9.3 10.0 10.8 11.6 10.1 11.0 10.8 9.4
11 83 9.9 10.7 12,1 10.1 10.5 9.1
3.2 8.2 9.8 10,7 12.3 9.6 10.3 8.8
10.8 12.0 8.7 . 9.6
8.9
1 6 8.7
j 6.6
r 8.9
it 9.1
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+ o 0 0
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+
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%48
7.1
9.9
9.5
10.1
9.9
10.3
10.1
10.7
10.3
11.4
10.8
11.4
11.1
11.6
11.6
12.4
11.9
12,7
12.5
12.8
1Z7
13.1
12.8
13.1
12.8
13.1
12.7
12.8
12,7
12.6
12.9
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12.8
12.8
0.9
11.9
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9.7
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7.6
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3.6
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8.6
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2,5
9.3
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10.4
10.2
7.0
8.3
10.4
9.3
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10.7
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11.3
11.8
11.8
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12.3
12.6
12.,
12.6
12
12.6
12.7
12.8.
12.8
12.7
12.8
12.8
12.7
12.7.7
12.8
12.5
12
12.7
12.3
12.2
12.3
12.0
11.7
11.9
11.3
11.1
11.2
10.4
10.0
10,6
9.2
8,8
10.1
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9,4
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5.6
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7.9
AA"
' '4 °4N
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un
+
N
A40 1 1611
T�
f
. Q.
Vertical Datum
__.. .._..__ Conversion
TI , oastal NAVDB8 CAROLINA BEACH BOAT BASIN
2.59'
1 ( 2 L MLW
Ti Coastal, PLLC Graphic Scale PRE -CONSTRUCTION SURVEY
387-e N Orson m..eow or.
"�1n to-2 `t, SEDIMENT SAMPLE LOCATIONS
TIiIRI pP�. mow. NC2 Hnn:.nm®
1"3.0
4.1
6,0
7.7
94
10.5
11.2
11.6
12.1
12.6
s28 = - -
130
13.0
13.1
13.0
12.7
12.1
11.3
10.6
9.6
I� � 7
1 r
t Ak
+ o
N +
I
;l
7.8
8.0
8.7
O
+
0
Notes
1. Horaontal Datum: NC State Plane -Zone 32M
2. Vertical Datum. MLW, Beaufod Datum
3. Samples collected by TI Coastal on May 5, 2017 and represent conditions
M that time.
4. Individual samples oorr ited in the field to 3 total samples for testing,
C13M, CBB2 & CBB3.
5. 2012 Aerial of New Hanover County downloaded from NC OneMap.
�WB NAME: CB Boat Basin.dv

CAROLINA BEACH MARINA UPLIFT
PRE -CONSTRUCTION SURVEY
NEW HANOVER COUNTY
CAROLINA BEACH, NORTH CAROLINA
OCTOBER 28, 2020
RECEIur7:.
'JUL 2 0
DCM-MHD CITE
Atlantic Ocean
___ _L.-_
„
TI oastal �.—m.. �P.,x«
71 M. Coastal
, P«LLn� , COL
YII..M NL..
NOJII.1)N
Il tJ17JAY:�k;'
-:WN I i,_
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r
11 � 1] rolf Scel•

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�
•e
oa
TIX,,Ma.stal
TI Coastal Services, Inc.
]L].e X. °,.ran M..euw.....
MAminalon, MC 211.5
RECEI"..,
JUL 20 2021`
DCM-MHD CITY
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e
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y
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44
vt—•
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91
COLOR CONTOUR
SCALE
�11
1 f°
W
fj"
3
3
e.
0
J
Z.
Q
+O,
�6 3
•i r� `
Available Volume to 11' MLW (y
Originial Dredge Limit 5,510
Proposed Dredge Limit 6,095
Total 11.605
v
I� �" F•
'E
• 't ,v
9
CAROLINA BEACH MARINA UPLIFT
r LXMUM10aWm: HCy.h grtq.} l]CO, XApq (Zell�Swryi.e
1 1 W Nd Ortum: w9VpY, SUMy iM
CAROLINA BEACH x Om wlk¢9d b+n wwl9n Mm.r x9, xma 9na.egasr,ew,aiuoos n °m......n NEW HANOVER COUNTY9 NORTH CAROLINA Graphic Scale
.saunal,p muonxW ne.p1N 1„M,ananMb.
75's.1016AMal9ldmni9Nealwm etproNeO Gx°9W ay+Malan Ortmgi], 30x0.
__ .4„..... PRE -CONSTRUCTION SURVEY- OCTOBER 29, 2020 �- � e"a °��w°-^W^d�°^^���^D'�
BATNYMETRY $ CONTOURS

JUL 20 2021
DCM-MHD CITY

f
BAUIYMETRiC SURVEYORS NOTES
(n rruSTAL SERVICES 1NC.1
1, ROWW ALD4NM. NCSTATEP.NIE-ZONE32W,
HI➢83 (ZD111. 6U 0.V1' f!E(.
A 2. V40.nGL MNM: NAVDBB, SumEv FEET.
3. DATA COLLE ED BY n COASTAL ON OCTOBER 29,'CIO
AND RE%UE,,W NNOMDAS AT THAT LIME
4. s,,,O,N 'S ARE DEPms EXPRESSED IN FEET AND
TENTHS.
S. 2016 AERIAL Of DDWXLCPCED fROM NC ONEMAP
GEOSeATUL NRT.LL. DM OCIOBEII i9,2DZ0.
fi. MENi LOWWATFR CONVER510H &IYO OH iNE
BFAUFDAT GNn.
LAND _SURVEYOR S NOTES
ERDBERT EYKLEE6ASSOLUTES K
1. FEW. FLOOD MAC INFORKA'10W
MMPANR: 3720333WW
Fl➢OD ZONE;'AE-
Wv PANH- GTE: ARUL 3, 2032
0 i. CORNERS ARE HARMED AS NOTED DV WC. /
3, ALL EUVATIONS ME GSfD ON MW IS MWM
4. ALL D6TPNCES ME HORIZONTAL FIELD MEASUREMENTS.
5. WATER MAIN STIES AND SOME I ATNN15 ARE RR l F
TOWN OF GRDUNA PfACM UTIIPY nM AND SHOW
OILY BE NNSIDERED AYPROXIWTE.
NEW LOM
RDAD AxX
I K.auX
O NEW
D
/ I
/ �yI
~ ZI
�P.
G
- I
1gE'STDRE
MY DAMAGED NR6ING651OFMAIXS' T
WTCM E%ISDMG.
2.
NEFLACE ANY MMAGED lANDSGMXG - WTCK I
EXISTING.
-3.
REMOVE SEDIM[NT CONTROL DEWEES.
4,
REPAIR Df EXISTING 12- STOW WATER PIPE A6
SKcRA,Nm BY DATED WDFM
TO M COnMETW UNDER MNOR MODIFlGUOX TO
GMA 1 El 6616 HIED
S.
ALL UTRITIES S110VIN ARE EXISTING UNLESS NOTED
RECEIVED M 6.
mWsE �
SIWL INSTALL Am TIOR" SEEM
35-1 CNKK'Fl.00D- VALVE AT SIX (6) MM WATER
RPE LOCATIONs.
JUL 20 2021
DCM-MHD CITY
YS __76 • . ___
6.9
+7. SLD__._____
7.1
/ '_MEW SIDELY t .72
r 1 �-
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4 • 41
NAVD88
BAT}I 'METRY
VER"-R0 2•54'
.7..3 .72 DATUM: MLW MLW
.7.5 +].1 _
_ '71 _ - VERTICAL DATUM CONVERSION
.6.7 W.8 _.9
6.8 .71 ________ -7..1 --
_______. __
A.0 -vn7'- .7.1
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N 11 N I 14., ) 1 _1 1 d+-'-I - I -/ I `
4.7 11 I •I I 1/ 56 KUNE -...
4.7 "1 I 4. 7 §L-' ...
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L Ls. - \ Il.e 9,4
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3 67-5
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7.2
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wneo W E I - 8-S 72 /FK6♦•.1
72 f
PERVIOUS 7 IMPERVIOUS TABLE
M 6CE IEC - PROP06FS1
INSIDE AEC - EU6TIIM
MPEICNOIIs
M WOUS
I MFEFv1"N'
PERVI0116
ELDO
I a6
SCRMALKWYILKWAY
6,%1
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S.RE
4,616
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1
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RAW ��b���/.8.11' ,.• / Ia/if cwI
�l12r�Q
6-I1.5 I I j'
�
R.�
/ \• `JZ7 \ { /I ml �!p REMIRGRBIACE
�/ NEW'fLOMYNG 5 \ 73 ': 11•' :{:./ --
:6 • RIG6l NER5 IS I \ I•d.2 I .� I 1 ���``9 � . {.: � . -- -r _
S�TyO(>ON EAST9ce) �. m ar \ ■ 71 I • P.8 ~
SEE STRUCfURAI .- ,.:-F" m I� \J ��. I \'I'♦,h71 x lY% aW V7 \ MEAN
�� L 66 1 ��' - _., W OIL! 617 q I f I_'� 14"1
NM \ ._
66 L + II .'NEW GANGWAY :'.: I
n 2 m AJ 6. TAy] -SEE SIRUCT.
9!B l St
"♦' x ., A �F. +s11E1Y RAAQN4 ti0gt' :�8 < � aN•
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\ \ / I 61 �\ 1 , w ,eW N61I II W IX.R -xN n® T' ILK Pw/._SN 1wiMirM
OR
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u Au MO,AR 4v ra• uurE . ARr
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f �• yr
x NSER DECK EAD AROUND m --
n.N w.ae '�^"�.' ....ae \ /�.- - EOt WAS FERMEITED ON
\ / ac
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w �,A sf • �I FNawSEO New wWl.@...
-
w m I fx•N - i - -.D _ __
ummLDCAnox wBVEr ev: ARouRRA I LAxo sLmWY m: ROBERT N. GosIEENAswLUTEs,m PROPOSED SITE GRADING and STORMWATER PLAN a 3D zD 10 0 20 4B
AROURM GSO NDRTFI0IROUH.1 ENURED: TORN OF GROLEN4 S:ACN OF C L M. yyE: r w I12,0MIMN;
MTED: MORENAAML 2019 MTFD: WGUSf 1, 201e M1M• • n+w TAaNIf iF'AIF Ia fFFT'1•_N•IJJ.L GNII
0
/ V
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11f1N LAI♦EPARK 9LVI
GINNIM BFA jry
1011MCMWMA ,LI
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
II C3

I R
MiHYMETRIC SURVEYORS NOTE /n COASTAL SERVICES INN
1. NDRIIIXrtAL "NM: NOVATE PLANE - 406E 3]Op, RADII, FEET
A I. VOInCA_ DAI IN: KIN
J. WTA COLLECTED By n COASTAL ON APRIL 4, M19 AND RENIESENr
ONJmDNSATTMTTIME.
I. SOUNDINS ME DFRXS EKPRESSED IN FEET AND TENMS
S W12 AERLV. 0' D RLMDED MOO MC MIR W MONAnAL gRTAy
IME) SURVEYOR'S NOTES (ROBERTX WO ER AMo,,ATES, M)
L. AP EL : ]nD]]30= OMAP Inax:
OO"'Z1aDW
NOR PANEL DATE: ANLR 3, 2UI2
2 A11- 0.ARES AREDISNO7IRD ORRNIT W.
3. ALLDISTMI MF BASED ON NAVD PB WNN.
B 4. AULWATER MINSS ME qi , EA1 FIELD MfME ENFMS.
S. HE TERN Of vROLINA IACH 11O nMS ARE PER
&IMILD O DF:ARDLDN BEACH I PROARN REAND
.
SNWID ONLY BE CONSNEREO APPIIO%IMAIE,
D
E
F
•
inTaSLIPS
S01 nlLDINi1 SA WERE P6OIITTO E
_
CONSlROCREO UNDEII GNA PERAn S0.1A
I.
T- TRANSIA"'
C - COFMEROAL
D - DAY DECK
3.
SEE CLVD PON NIGN GRWND WORK,
4.
NEW DELI( PEAMITTEO UNDER
N
-OENOTtS EUNORAIL - ME
RECEIVED
JUL 20 2021
DCM-MHD CITY
F
r J_:
710
A lT 30
nal eLDG a ••�
v 1 70
1 n.D
.71
1+71 1
` 71
1.711
WII�
�CIVI4
I
1 /
6
•
-6.
6.91r
rete.
6.9
1 ,
.69
.69
69
-PTLJP
O•r6H
6]
-
mm
�
ACCEs$MRON
-6.63
MECIVIL
6
+ 5
G
].2
__________
+7.1
A
72
7
E P
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