147-21 Kozloski, Peter & Carole

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS l 13A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
147-21
Issued to Peter & Carole Kozloski and James and Jane O'Neal, 5134 Prices Creek Dr., Southport, NC 28641
Authorizing development in Brunswick County at adj. to the Cape Fear River, at 306 and 310
East Bay Street, in Southport , as requested in the permittee's application dtd 10/1/21, including attached
workplan drawings (4), Sheets 1-2 of 4 dtd 10/7/21, Sheet 3 of 4 did 10/21/21 and Sheet 4 of 4 did 10/1/21.
This permit, issued on November 8, 2021 is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
it these terms may be, subject to tines, imprisonment or civu action; or may cause the permit to oe nu i ano vota.
Docking Facility
1) This permit authorizes only the dock, pier, gazebo, boatlifts, 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 docking facility
without permit modification. No non -water dependent uses of structures shall be conducted on, in or
over Public Trust waters without permit modification.
2) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the
U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum,
permanent reflectors shall be attached to the structure in order to make it more visible during hours of
darkness or inclement weather.
(See attached sheets for Additional Conditions).
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2024
In issuing this pemtit, 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.
For Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Peter & Carole Kozloski and James & Jane O'Neal Permit No. 147-21
Page 2 of 4
ADDITIONAL CONDITIONS,
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
4) This permit authorizes a maximum of two (2) formalized boat slips.
5) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's area of riparian access.
6) The authorized structures and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.
7) No attempt shall be made by tite permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
8) The authorized gazebo shall not be enclosed. Any material used on the sides shall not obstruct view and
shall be permeable to air and water. Screen or wire on the sides along with benches are permitted.
Lattice is specifically excluded from being used under this authorization.
9) The authorized gazebo shall be single story, and shall not be designed to allow for second story use.
Shoreline Stabilization - Bulkhead
10) The bulkhead shall be constructed in accordance with the alignment depicted on the attached workplan
drawings.
11) The alignment of the authorized bulkhead shall be staked by the permittee and verified by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
construction.
12) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the
approved bulkhead alignment.
13) 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.
14) The bulkhead shall be constructed prior to any backfilling activities.
15) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
16) The fill material shall be clean and free of any pollutants except in trace quantities.

Peter & Carole Kozloski and James & Jane O'Neal Permit No. 147-21
Page 3 of 4
ADDITIONAL CONDITIONS
17) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead.
18) No backfill material is to be placed within 30 feet of the normal high-water'level, except that which will
be used to backfill the area behind the permitted bulkhead.
19) All fill material to be placed below normal high-water level shall be confined behind the permitted
bulkhead.
Sedimentation and Erosion Control
20) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
21) 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.
22) 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
landward of the bulkhead cap immediately following completion of backfilling activities.
USACE Conditions
23) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at httn://www.fws.gov/nc-es/mammal/manatee auidelines.pdf.
General
24) 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.
25) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he or she abandons the
permitted activity without having it transferred to a third party.
26) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
27) 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.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project by way of Programmatic
General Permit No. 198000291 (SAW Action Id. No. 2020-02099).

Peter & Carole'Kozloski and James & Jane O'Neal Permit No. 147-21
Page 4 of 4
ADDITIONAL CONDITIONS
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. 2020-1884.
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 normal 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
Application Processing Notes
Applicant: — (] Z I D S 4�, - _ oftfA
Type: (Check all that apply)
New Major Mod
Permit Coordinator:
Permit# Minor Mod Renewal Transfer
Field Representative: &\-qc P��kY sb n — — —
Date Time
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DCM Coordinator: ti\koZ_ Permit #: RI -A
MAILING DISTRIBUTION SHEET
Permittee: ?Cit-r � CCa)lG (42_/ ki 571 3 y �J? Ge . /�KG r� ( �uftiiw�t tilt; Z £3Cv�(�
Agents: lbryt'e koz /�osk,�o wail Coi✓/✓ ZG_C4 �`/.�GuIS✓
DCM Field Offices
Elizabeth City
Washington (with revised work plan drawings)
Morehead City
Wilmington %pro (OBJECTIONS )
Ta.+y4
US ACOE Offices:
Washington:
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)
Wilmington: Greg Curry (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Washington:
Wilmington:
Wildlife Resources:
Renee Gledhill -Earley at Environmental. [e-mail]
Heidi Cox (WIRO)
Kim Harding
David Harris
Shannon Jenkins / Sharon Gupton
Tim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Chris Pullinger-401
Tina Martin - 401
Clif Whitfield (WARD)
Jimmy Harrison
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Holley Snider - 401 (Carteret, Onslow, Pender, Brunswick, New Hanover)
John Perry -401 (TBD)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Maria Dunn (WARD)
Natural Heritage Program Rodney Butler
W, 41tt'otil.x� �ul'l+a�r
(NCDOT) Travis Wilson

Dom ■r-1
APPLICATION for
Major Development Permit
(last revil"d 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner information
Business Name
Project Name (it applicable)
Na
NA
Applicant 1: First Name
MI
Last Name
PETER & CAROLE
KOZLOSKI
Applicant 2: First Name
MI
Last Name
JAMES & JANE
O'NEAL
If additional applicants, please attach an additional pega(s) with names Wed.
Mailing Address
PO Box
City
State
5134 PRICES CREEK DR
Southport
NC
ZIP
Country
Phone No.
FAX No.
28641
USA
207-409-6907 wt.
- -
street Address (i/ different from above)
City
State
ZIP
Email
[e-mail]
2. AgendContraator Information
Business Name
Nichols Engineering Pllc
Agent/ Contractor l: First Name
Zachry
MI
L
Last Name
Nichols, Jr
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
322 Bretonshire Rd.
PO Box
City
Wilmington
State
NC
Zip
28405
Phone No. 1
910 - 617 - 7893 ext.
Phone No. 2
ext.
FAX No.
Contrxbr •
Street Address (d di fwent from above)
city
State
ZIP
Email
r�✓ E pV E'
j -1a"16— l WY ILa
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2021
252-808-2808 :: 1.888-4F: ,,.a; :: "+e" '.••..:::-':,:':.:,,n'.aMIP-SECTI®Id MHD

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
' - Project Location `
County (can be multiple)
Street Address
State'Rd. #.
BRUNSWICK
306 EAST BAY ST, & 310 E. Bay St.
'Subdivision Name
City
State
zip
NA
SOUTHPORT
NC
28461-
Phone.No.
Lot No.(s) (if many, attach additionalpage 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
CAPE FEAR RIVER
c. Is the water body Identified In (b) above, natural or manmade?
d. Name the closest major water body to the proposed.projectsde.
®Natural ❑Manmade. ❑Unknown
AIWW/CAPE FEAR RIVER
e: Is proposed work within city, limits or planning jurisdiction?
f. If applicable, fist theplanning jurisdiction or city limit the; proposed
®Yes ❑No
workfalls within.
SOUTHPORT
4: Site Description
a.
Total length of shorelineon the tract (ft.)
b. Size of entire tract (sq.fl.)
+-69
7841
c.
'Size of individual lots)
d. Approximate elevation of tract above NHW (normal high h water) or
_ NWL (name] water level
(If many lot sizes, please attach additional page with a list)
5FT ❑NHWor®NWL
e.
Vegetation on tract
GRASS
f. Man-made features and uses now on tract
NONE. VACENT LOT.
g.
Identify: and describe the existing,land•uses adiacent to the proposed project site.
RESIDENTIAL.
h.
How does local government zone the tract?
is Is the proposed project consistent with the applicable zoning?
TBD
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j.
Is the proposed activity part of an urbanwaleriront 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?
1.
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?
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P SECTION NIHD

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
M. (1) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(M) If yes to either (1) or (ii) above, has a delineation been conducted? ®Yes [:]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
COUNTY WATER AND WASTEWATER
o. Describe existing drinking water supply source.
BRUNSWICK COUNTY
p. Describe existing storm water management or treatment systems.
SURFACE RUNOFF
5. Acdviiies and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑ Public/Govemment
015rivate/Community,
b. Give a brief description of purpose, use, and daily operations of the project when complete.
BULKHEAD, FIXED PIER, AND TWO BOAT UFTS FOR SINGLE FAMILY USE AND RECREATIONAL ACTIVITY.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where It is to be stored.
TYPICAL RESIDENTIAL PIER AND BULKHEAD CONSTRUCTION METHODS. PROPOSED PILES AND VINYL SHEET
PILES TO BE INSTALLED BY DRIVING AND VIBRATORY HAMMER AS REQUIRED. EQUIPMENT STORED ON -SITE.
d. List all development activities you propose.
The proposed project to align a new bulkhead to the adjacent shoreline stabilization measures (i.e. neighboring bulkheads), will
resolve and mitigate the hardships resulting from this unusual existing feature (i.e. an existing bulkhead 20' landward of
neighboring bulkheads).
To mitigate this hardship, we propose constructing a new 4.5-ft vinyl bulkhead, approximately 20-ft waterward of the existing
timber bulkhead and aligned with adjacent shoreline stabilization measures (i.e. bulkheads) at 302 E Bay Stand 310 E Bay
St. The proposed bulkhead wall will be built landward of the estuarine shoreline. The calculated area to be filled in with clean
sand is 1320-SF. The new bulkhead will measure 89LF, of which 16.5LF will be constructed on the adjacent neighbor's
riparian corridor. The proposed bulkhead will be stabilized using 1° x 8-ft HDG rods every 8 feet Typical residential pier
construction methods will be performed. The vinyl sheet piles designed for this project will be the ESP 4.1 product in 10-fit
lengths installed by vibratory hammer to the required depths. The proposed bulkhead wall will align with adjacent
Additionally, this project proposes installing newtimber framed 148x5' fixed pier with a 16'x16' gazebo at the end and two
new 10,000Ib boat lifts.
The fixed pier will be supported by two 12" (diameter) pressure treated timber piles wrapped in vinyl and placed every 8-ft c/o to
support a walkway with hand fails. Each boatiift will be supported by four 12" (diameter) pressure treated timber piles placed
in a square, offset 12-ft o/c, to support a boat that will be located adjacent and of the gazebo.
Equipment and construction materials will be stored on site. Back fill material will be clean sand material that will be delivered
by truck andinstalled from above by hand.
e. Are the proposed activities maintenance of an existing project, new work, or both? BOTH
f. What is the approximate total disturbed land area resulting from the proposed project? 1321 o�❑fit, erek F
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N

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
g. MIN 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 exisfing and proposed discharges to waters of the state.
NONE.
I. Mill wastewater or stormwater be discharged into a wetland?
❑Yea
®No
❑ NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes
®No
❑NA
j. Is there any mitigation proposed?
❑Yes
®No
❑NA
If yes, attach a mitigation proposal.
<Fortn continues on baclo
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) — (p are always applicable to any major development application. 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 otter 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 proofthat 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 James G Jr ET Jane O'Neal Phone No.
Address 310 East Bay St. Southport, NC 28461
Name Deanna Benjamin Goetz Phone No.
Address 302 East Bay St., Southport, NC 28481
Name Kurt and Kaythryn Scheetz Phone No.
Address 314 E. Bay St, Southport, NC 28461
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NA
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet arms. ("At be signed by property owner)
k. A statement of compliance with the N.C. Environmertal Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project invoNee expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. E�
7. Cepcation and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit. OCT 1 3 20?
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanag Mir ntt'

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
I certify that I am authorized to grant, and do in fad 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 cer4y th tthe information provided in this application is truthful
rut�h�ful to the hest f my knoWedge�`p
Date lt/ Print Name l /A/ �� ha
/7 /7Je
Signature
Please indicate application attachments pertaining to your Voposed projec{
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 BridgWand Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECE . °W �
OCT 1 3 21""
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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.
ne��dr A halnwthe nurnose ofbr000sed excavation andfor fill activities. All values should be given In feet.
Access
Rock
Other
(excluding
Channel
Canal
goat Basin
goat Ramp
Rock Groin
Breakwater
shoreline
(NLW or
stabilization
NWL
Length
Width
Avg. Existing
NA
'NA
Depth
Final Project
NA
NA
Depth
a. Amount of material to be excavated from below NHW or NWL In
cubic yards.
0
c. (1) Does the area to be excavated Include coastal wetlandsfmamh
(Cud) submerged aquatic vegetation (SAV), shell bottom (SS),
or other wetlands (WL)? If any boxes are checked, provide the
number of equals, feet affected.
❑Cud ❑SAV ❑SB
❑WL ®None
(u) Describe the purpose of the excavation In these areas:
NA
a. Location
NA
c. () Do you claim title to disposal area?
❑Yes []No ISINA
(n) If no, attach aletter granting -permission from the owner.
e. N Does the disposal area include any coastal wetlandstmarsh
(CW), submerged. aquatic vegetation (SAV), shell bottom (SB),
orolherwetlands(WL)? If any boxes are checked, providethe
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(5) Describe the purpose of, disposal in these areas:
Type of
NA
d. High -ground excavation in cubic yards.
NA
b.
m
d. (I) Will a disposal area be available for future maintenance?
[]Yes ❑No ®NA
(i) If yes, where?
f. (I) Does the disposalinclude any area in the water?
❑Yes ❑No ®NA
(I) If yes, how much water area Is affected?
RE E"lE
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Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structtres)
a_ Tvoe of shoreline stabilization: b. Length: 89
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:_ Width: 7,
c. Average distance waterward of NHW or NWL: 13' d. Maximum distance waterward of NHW or NWL: 20'
e. Type of stabilization material:
VINYL BULKHEAD
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1320 Riprap _
Breakwater/Sill _ Other
i. Source of fill material.
BY WAY OF HIGHWAY (WILL PURCHACE CLEAN SANDY TYPE
MATERIAL AND GRANITE ROCK).
C (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(d) If yes, state amount of erosion and source of erosion amount
information.
Erosion due to unaligned bulkhead to adjacent bulkheads,
weather everts and wake treffice, from boats- proposed
bulkhead is needed.
h. Type of III material.
SANDY TYPE MATERIAL, TYPICAL SANDY BAC KFI LL
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (I) Will fit material be brought to
If yes,
(if) Amount of material to be placed in the water
(*it) Dimensions of fill area
(iv) Purpose of fill
& GENERAL
a. How will excavated or RI material be kept on site and erosion
controlled?
WILL BE BROUGHT IN PRIOR TO BULKHEAD CONTRUCTK)N.
WILL SEED AND SOD AFTER BACKFILL.
C. (i) Will navigational aids be required as a result of the project?
❑Yes []No ENA
(ii) If yes, explain what type and how they will be implemented.
Qi
b. (i)Will fill material be placed in coastal wenanosimamn twv/,
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas'.
b. What type of construction equipment will be used (e.g., dreglin
backhoe, or hydraulic dredge)?
BOBCAT TO MOVE AROUND SAND. TYPICAL VIBRATORY
EQUIPMENT TO CONSTRUCTU BULKHEAD AND PIER.
d. (i) Will wetlands be crossed in transpoNrg ��
site? []Yes
ENo NA
(A) If yes, explain steps that will be taken to avoid or minimae
environmental impacts.
Project Name
LCt/ r3
Applicant Name
M A QECT10N M:
252-808-2808 :[1-AS-4RCOAST :: wwwirieeoa8[almanagement.net revised: 12. zur06

Form DCM M13-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(i) Number
1
(iii) Length
140
IN) Width
5
(v) Floating
❑Yes ®No
e. (i) Are Platforms included? ❑Yes ONO
If yes:
(ii) Number
Ili) Length _
(Lv) Width _
(v) Floating ❑Yes ONO
Note: Rooled areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
0
(i) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or charnel
®Open water; no dredging required
❑Other; please describe:
❑This section not applicable
b. (I) Will the facility be open to the general public?
❑Yes ®No
d. (I) Are Finger Piersincluded? ❑Yes ENO
If yes'.
(e) Number _
(iii) Length
(iv) Width _
(v) Floating Oyes ONO
f. (i) Are BoatliRs included? ®Yes ONO
If yes:
(0) Number 2
(III) Length 12'
(N) Width 12'
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slips') only, number of slips:
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
personal water craft type boat. smale outboard motor,
private use
k. Typical boat length: 20' L (I) Will the facility be open to the general pubic?
❑Yes ONO
m. (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of he pilings?
0 OCT "i 2C21
,2-808-2808::1-888-4RCOAST::www.nccoastaimanagement.net 1irip S+Rvisejdt

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location.
❑ Showers
❑ Boatholding tank pumpout Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of wild waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of"Pumpout Available" signs proposed.
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currertty provided? _ Q gg�- ppVE
k'i
m. Is the marinafidocking facility proposed within a primary or secondary nursery area? OCT 1 3 2021
[]Yes ❑No
252-808-2808 :: d-888-4RCOAST :: vvww.nccoastafmanagement.net e V MUM

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marim/docking facility proposed within or ad)acent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking tacitly 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
❑WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yea, give the name and address of the leaseholders), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse sbucture(s):
❑Commemial ❑Public/Government ❑Private/Community
(ii) Number
(if) Length
(n)Width
Note. Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g.. wood, sheefpile, etc. ff a rock gran, use MP-z Excavation and Ffflj ® This section not applicable
a. (9 Number
(i) Length
fill) Width
& BREAKWATER (a.g., Wood, sheetpile, etc) ®This section not applicable
a_ Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, orwetlands
6. MOORING PIUNGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Governmerd ❑Private/Community
c. Distance to be placed beyond shoreline _
Note. Thisshould be measured from marsh edge, if present.
e. Are of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, sve, anchor, etc.)
OCT 1
L,
2-808.2808::1-888-4RCOAST::w W.nccoastalmanagement.net It elf.%-;,; 6

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
NA NA
Note. For buoy or moony piling, use arc of swing including length
of vessel
c. Width of water body
2452'
e. (i) Will navigational aids be required as a result of the project?
❑Yes MNo ❑NA
(0) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-40 NLW
8. OTHER ❑ This section not applicable
a. Give complete description'
The proposed project to align a new bulkhead to the adjacent shoreline stabilization measures (i.e. neighboring bulkheads), will
resolve and mitigate the hardships resulting from this unusual existing feature (i.e. an existing bulkhead 20' landward of
neighboring bulkheads).
To mitigate this hardship, we propose constructing a new 4.5-ft vinyl bulkhead, approximately 20-ft waterward of the existing
timber bulkhead and aligned with adjacent shoreline stabilization measures (i.e. bulkheads) at 302 E Bay St and 310 E Bay
St. The proposed bulkhead wall will be built landward of the estuarine shoreline. The calculated area to be filled in with dean
sand is 1320-SF. The new bulkhead will measure 891-F, of which 16.51-F will be constructed on the adjacent neighbors
riparian corridor. The proposed bulkhead will be stabilized using 1' x 8-ft HDG rods every 8 feet. Typical residential per
construction methods will be performed. The vinyl sheet piles designed for this project will be the ESP 4.1 product in 10-ft
lengths installed by vibratory hammer to the required depths. The proposed bulkhead wall will align with adjacent
Additionally, this project proposes installing a new timber framed 148'x5' fixed pier with a 16'x16' gazebo at the end and two
new 10,000 lb boat lifts.
The fixed pier will be supported by two 12' (diameter) pressure treated timber piles wrapped in vinyl and placed every 8-ft o/c to
support a walkway with hand rails. Each boatlift will be supported by four 12' (diameter) pressure treated timber piles placed
in a square, offset 12-ft o/c, to support a boat that will be located adjacent and of the gazebo.
Equipment and construction materials will be stored on site. Back fill material will be dean sand material that will be delivered
by truck and installed from above by hand.
r-2PPY�-r nwn..t'J
9 r
Ito/ I
Applicant Name
Zo 21
Date
Applicant Signature
KoZL.osk( MARS- C4 MA p (�
Project Name f,�•h(t G• ��Eri�j
252-808-2808 :: 1.588-4RCOAST :: www. nc coastal management net revised: 12/27/06

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Tuesday, September 28, 2021 4:09 PM
To: [e-mail]
Cc: MacPherson, Tara; Howell, Jonathan
Subject: Documentation regarding your project
Attachments: [External] RE: Kozloski Project (306 E Bay Southport); Koxloski Voluntary Hold.pdf; WRC-
CMDF_Peter Kozloski_NCWRCA.pdf DMF-Kozloski.Comments.pdf; RE: [External] Fwd:
306 E Bay - Agent Authorization between Zachry Nichols and Carole M. Kozloski is
Signed and Filed!; RE: [External] Re: Kozloski Project (306 E Bay Southport)
Afternoon Ms. Kozloski,
Thank you for your time this afternoon to discuss your project and the current issue with the hold. Please see above for
documentation concerning the hold and agency comments. Once a determination has been made on which direction
you want to go Tara can assist on any required revisions to the application. Mr. Nichols contacted me today concerning
the project and I provided him additional information. That email is also attached above.
I believe this is everything you requested. If there are any additional needs please let me know.
Regards,
Gregg
Gtr "_= °rSLti D E Q >
w+.N of 4wa..wa ossy�
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 (Office)
Gregg.Bodna rpncdenr.pov
Email correspondence to and from this address is subject to the
North Carolina public Records Low and may be disclosed to third parties.

Bodnar, Gregg
From: Currey, Gregory E CIV USARMY CESAD (USA) <[e-mail]>
Sent: Tuesday, September 28, 2021 10:13 AM
To: Bodnar, Gregg
Subject: [External] FW: SAW 2020-2099 Kozloski Dock and Bulkhead
email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Greg, as requested.
Greg Currey
Project Manager
USACE, Wilmington
69 Darlington Ave.
Wilmington, NC 28403
PH 910-251-4707
From: Currey, Gregory E CIV USARMY CESAW (USA)
Sent: Monday, June 21, 2021 10:14 AM
To: [e-mail]
Subject: SAW 2020-2099 Kozloski Dock and Bulkhead
Mr. and Mrs. Kozloski, the above permit application is being withdrawn due to inactivity on this application. When issues
with the Division of Coastal Management CAMA permit are resolved, then you may re -submit this application with the
required modifications. If you do, be sure to include the above permit number. Let me know if you have any questions.
Greg
Greg Currey
Project Manager
USACE, Wilmington
69 Darlington Ave.
Wilmington, NC 28403
PH 910-251-4707

Bodnar, Gregg
From: Zachry Nichols, Jr., PE <[e-mail]>
Sent: Friday, May 28, 2021 12:50 PM
To: Bodnar, Gregg
Cc: MacPherson, Tara; Weychert, Curtis R; Brian Ensign
Subject: [External] RE: Kozloski Project (306 E Bay Southport)
CAUTION: External`email. Do nobclickiinks or open attachments unless you verify. Send all suspicious email as an attachmerit fo
[Repo rtSpam.
___
Received, Sir. Thank you for your email. We will work on your comments and provide revised plan as soon as possible!
Zack
Zachry L. Nichols, Jr., PE
Nichols Engineering PLLC
Phone: [phone]
Email: Zack@Nicho[sEngPLLC.com
NC PE License #: 045493
NCBELS Firm License Number: P-2006
http://nicho lsengplic.com/
�';wL -ty" �NGINRL'RING, eu.0 ,nm.
NICHOLS ENGINEERING PLLC would love your feedback. Post a review to our profile.
https://?. page/n ichols-engineering-pl Ic/review?gm
From: Bodnar, Gregg <[e-mail]>
Sent: Friday, May 28, 2021 10:46 AM
To: Zachry Nichols, Jr., PE <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>; Weychert, Curtis R <[e-mail]>
Subject: RE: Kozloski Project (306 E Bay Southport)
Morning Mr. Nichols,
Recently you have been in contact with Curt Weychert with the Major Permit Section of DCM about the Kozloski's
project. He has recently moved into a field rep position with the Division and I have taken over processing the project. I
know you two have discussed issues with the project but I wanted to identify a few additional things and refresh others
to make sure I am on the same page with you. At this time the project is on applicant hold for a redesign. The recently
provided workplans need additional detail as detailed below...
1. NHW and NLW need to be identified on the workplans.
2. The 30ft CAMA buffer and the 75ft AEC need to be identified on the workplans.
3. The property lines should extend into the waterbody with consistent symbology. It seems that the property
lines convert to the symbology of the riparian buffer once they reach the waterbody.
a. In addition, can you note the adjacent property owners on the workplans for reference?

4. The existing bulkheads for the riparian neighbors do not accurately reflect aerial images.
5. The application was missing side view drawings depicting the bulkhead and rip rap elevations referencing NHW
and NLW.
The workplans and aerial photos indicate that the proposed bulkhead alignment enters onto the O'Neal property. The
application does not indicate that the O'Neals are co -applicants, which would be required if the bulkhead is to align on
their property. If this is the intent then the existing application will need to be withdrawn and a revised application with
renotification, and the O'Neals as co -applicants will need to be submitted. This would require a new application with an
updated accepted as complete date and permit application fee. Please contact Tara if this is what the applicant
wishes. Otherwise the bulkhead alignment should be to the property line with a return wall.
Finally, the project as proposed is inconsistent with CRC rule concerning bulkhead alignment and public trust
rights. Agency comments from DMF and WRC also express this concern. DCM's position on the location of the bulkhead
would be 2 foot in front of the existing bulkhead to be aligned to the subject property with rip rap located directly
waterward. This redesign, with the bulkhead and rip rap aligned as detailed entirely on the subject property would not
require a new application or neighbor notification since the redesign would be a reduction in area and impact.
At this time there are no agency concerns related to the docking facility.
Please let me know if you'd like to further discuss,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
2S2 808 2808 ext 225 (Office)
G regg.Bod nar0ncdcn r.Po_v
Email correspondence to and from this address is subject to the
North Carolina public Records taw and may be disclosed to third parties.

ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
BRAXTON DAvis
Director
Mr. Zachry Nichols
Nichols Engineering PLLC
Dear Mr. Nichols:
NORTH CAROLINA
Environmental Quality
March 29, 2021
This correspondence acknowledges your March 10, 2021 email in which you indicated that your
client, Peter and Carole Kozloski, wish to retroactively place their CAMA Major Permit
application in abeyance until the project has been redesigned and appropriate drawings of the
property and adjacent riparian neighbors have been procured as well as a formal agent
authorization form. Based on this request, processing of your application will be placed on hold
until such time as a written request is received in this office requesting a resumption of
application processing. As required by NCAC T15A:07J.0204(d), the permit processing period
will not run. Upon my receipt of a written request to reinitiate processing, the Division of
Coastal Management will resume processing of the application at the point where it was
terminated.
If you have any questions concerning this matter, please feel free to contact me at (252) 808-
2808 ext. 211, or by e-mail at [e-mail].
/SSiincc�erelyy,,�>�/����
Curt Weychert
Assistant Major Permits Coordinator
Cc: DCM Morehead City
DCM Wilmington
Robb Mairs, DWR
Greg Curry, USACE Regulatory Division
North Carolina Department of Environmental Quality I Division of Coastal Management
D_E Morehead m City Office 140OComerce Avenue 1 Morehead City. North Carolina 28557
-mea� /r' 252.8082808

Weychert, Curtis R
From:
Zachry Nichols, Jr., PE <[e-mail]>
Sent:
Wednesday, March 10, 2021 8:37 AM
To:
Weychert, Curtis R
Cc:
Carole Kozloski
Subject:
[External] 306 E. Bay St. Southport, NC
C UTION: EMernal email:'Do ndt click Imks or open attachments unless you verify Send all suspgious emaiVas anattachment toRe
ort
Curt,
Project: 306 E. bay St, Southport, NC - please put this review on hold, as discussed. I am currently redrawing this maps
per your comments.
Thanks!
Zack
Zachry L. Nichols, Jr., PE
Nichols Engineering PLLC
Phone:[phone]
Email: Zack@Nicho[sEngPLLC.com
NC PE License #: 045493
NCBELS Firm License Number: P-2006
http://nicholsengpllc.com/
NICHOLS ENGINEERING PLLC would love your feedback. Post a review to our profile.
https:Hg.page/n icho Is-engineering-l)l Ic/review?gm
From: Weychert, Curtis R <[e-mail]>
Sent: Monday, March 8, 20213:49:05 PM
To: Zachry Nichols, Jr., PE <[e-mail]>
Subject: meeting
When: Monday, March 8, 2021, 3:30 PM to Tuesday, March 9, 2021, 3:30 PM.
Where: Microsoft Teams Meeting
Microsoft Teams meeting
Join on your computer or mobile app
Click here to join the meeting
Learn More I Meeting options

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PAGE 205
0 20 49 60
i VICINr`Y MAP - NOT TO SCALE
Surveyed and Mapped By
Tide Water
Land Surveying
P.O. Box 115OG
802 North Howe Street
Southport, North Carolina 284GI
Phone: [phone]
f. No GW=c MONUMENT WA9 POUND WMIIN
200a.
2. JUNCO3. .2020.
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17. AE.11.4 OOA5TALA UNC 9GIED PROM FM
306
East Bay St.
Deed Book 0274
Page 0567
Parcel ID #2381BO28
6238.37 ScyFt.
0. 14 Acres
5urveyed and Mapped for:
I Peter P. Kozl05ki
I and wife,
= Carole M. Kozlo5ki
n
City of Southport
5mlthwlle Township
'Brunsmck County
State OF North Carolina

DIVISION
APPLICATION TRA
APPLICANT: Peter and Ctrrrok%zJoski
PROJECT NAME: East Bay 30(,h3(0
LOCATION OF PROJECT:,W East Bay St, i
DATE APPLICATION RECEIVED COMPLE1
FIELD RECOMMENDATION: Attached: Yes
FIELD REPRESENTATIVE: MacPherson
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UN
APPLICATION ASSIGNED TO: Weychert
PUBLIC NOTICE RECD:11-28-20
ADJ. RIP. PROP NOTICES RECD:
C) 75 DAY DEADLINE: 2-2-21
COASTAL MANAGEMENT
HTTAL AND PROCESSING RECORD
COUNTY: Brunswick
went to the Cape Fear River, Southport
BY FIELD:11-19-20
To Be Forwarded: N/A
DISTRICT OFFICE: WILMINGTON
FEE RECD: $400 (60/40)#600
END OF NOTICE DATE:12-19-20
DEED RECD: Yes
150 DAY DEADLINE: 11 f W74
HOLDS: - e" 16
MAIL OUT DATE:11-24-20
PERMIT FINAL ACTION: ISSUE
STATE DUE DATE: 12-19-20
ENY
AGENCY
C
DATE
MMENTS
RETURNE
l t
OBJECTIONS:
YES NO
NOTES
0,51 5
DCM - Field Rep
�V56 Aphcc�
DCM - LUP Consistency Determination
Local Permit Officer
Corps of Engineers- Regulatory Branch
It
a(
/
Z020-07,Of7e
DWR-401 Section
zn-o-/864
DWR-Public Water Supply
DEMLR-Stormwater
DEMLR - Sed and Erosion
I
DOA — State Property Office
3 —
Wildlife Resources Commission
DMF - Shellfish Section
DMF - Habitat & Enhancement
DNCR - Archives & History
DNCR - Natural Heritage Program
NCDOT
NC Dept of Commerce
A-

Recommendations for State Permit- Peter and Carole Kozloski UPDATED 11/1/21
The additional total platform area was calculated as follows:
Shoreline Length= -69 ft. x 8 = 552 sq. ft.
Pier -140 ft. x 5 ft. = 700 sq. (credit)
Platform -16 ft. x 16 ft. = 256 sq. ft.
Boatlifts -12 ft. x 12 ft. (x2) = 288 (not counted)
Total= 256 sq. ft.
It is the staffs recommendation that the proposed bulkhead is CONSISTENT with the Rules of 15 NCAC 7H.0208
(b)(7)(d), including 7H.0208 (b)(7)(d) (ii) which states that the bulkhead extends no further below normal high water
than necessary to align with adjacent bulkheads
It is the staffs recommendation that the proposed docking facility is CONSISTENT with the Rules of 15 NCAC
71-1.0208 (b)(6). This office has no objection to the proposed docking facility provided it is consistent with all other
state and federal permitting requirements.
RECEIVED
NOV 1 2021

The additional total platform area was calculated as follows:
Shoreline Length= -69 ft. x 8 = 552 sq. ft. 41k
Pier -140 ft. x 5 ft. = 700 sq. (credit)
Platform -16 ft. x 16 ft. = 256 sq. ft.
Boadifts —12 ft. x 12 ft. (x2) = 288 (not counted)
Total= 256 sa. ft.
It is the staffs recommendation that the propos bulkhead and rip rap is NOT CONSISTENT with the Rules of 15
NCAC 71-1.0208 (b)(7)(d), including 71-1.0208 (b)( (d) (iii) which states that the bulkhead alignment will not adversely
impact public trust rights.
It is the opinion of the Division that the proposer Aignment could adversely impact public trust rights.
It is the staffs recommendation that the propose( docking facility is CONSISTENT with the Rules of 15 NCAC
71-1.0208 (b)(6). This office has no objection to IN proposed docking facility provided it is consistent with all other
state and federal permitting requirements.
North Carolina Department of Epvironmental Quality I DMsion of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington North Carolina 28405
910.796.7215

ROY COOPER
G'a"' ncr
MICHAEL S. REGAN
A'rSYt'LII I'
BRAXTON DAVIS
vhea.,.. 1 ww" nf(bna'hrI
A: 'I"ge enr
November 24, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt wevchert(ZDNCDENR qov
SUBJECT: CAMA/Dredge&Fill
i
Applicant: Peter and Carole Kozloski
Project Location: 306 East Bay St, adjacent to the Cape Fear River in Southport Brunswick County
Proposed Project: Proposal to install a new 74 linear R. bulkhead 20 ft. waterward of NHW, install rip rap
an additional 13-R. watenward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by Decetnber.19, 2-020 If you have any
questions regarding the proposed project, contact Tara MacPherson 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.
2 slips proposed
PMINT,'NAME' . Wanda Hilliard
AGENCY State Property
SGNATUR, E b0C11,dX ,C) RECEIVED
DEL" F 3 Infp
bATt; _Deco mber23 2020
MP SECTION
Seale afNanh Carolina? FnvironmenWl Qualilyj Coaztal Management OCM - MHD CITY
127 Cardinal Dme C-t, Wilmington, NC 28405 919 796 7215

,.. adz ' ROY COOPER
dn Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
NORTH CAROLINA Director, Division ojCcastal
En,ironmenial OuaBry, Management
November 24, 2020
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cu rt.wevchert(aNCDENR.gov
SUBJECT: CAMA/Dredge & Fill
Applicant: Peter and Carole Kozloski
Project Location: 306 East Bay St., adjacent to the Cape Fear River in Southport Brunswick County
Proposed Project: Proposal to install a new 74 linear ft. bulkhead 20 ft. waterward of NHW, install rip rap
an additional 13 ft. waterward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by December 19; 2020: If you have any
questions regarding the proposed project, contact Tara MacPherson 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.
PRINTaNAME Mark Brown
Public Water Supply
flr4,4 [
12-1-20
Stale of Noah Carolina [ Environmental Quality I Coastal Management
127 Cardinal Dnvc Ezt, Wilmington, NO 28405 9197967215
RECEIVED
DEC 01 ZON
MP SECTION
DCM - MHO CITY

Weychert, Curtis R
From: Sams, Dan
Sent: Tuesday, December 1, 2020 12:58 PM
To: Weychert, Curtis R
Cc: Pietila, Tanya K
Subject: RE: CAMA Major Application: 526 South Lumina, LLC
526 South Lumina, LLC: No comment
Double L Holdings, LLC: No comment
Aviron HOA: No comment
Scott and Lisa Diggs: If high ground activity exceeds one acre, erosion & sediment control and stormwater applications
and approvals are manitory.
Anthony Dombroski III: No comment
Robert Barnhill: No comment
Oyster Harbour Homeowners Association, Inc.: No comment
Tara Nucci: No comment
Kurt & Anna Taylor: No comment
James Brady: No comment
Kerry Svoboda: No comment
Lisa and Ned Danieley: No comment
Rodney Clark: No comment
Peter and Carole Kozloski: No comment
Michael Oktavec: No comment
dan.sams
From: Weychert, Curtis R
Sent: Tuesday, December 1, 202011:40 AM
To: Sams, Dan <[e-mail]>
Subject: FW: CAMA Major Application: 526 South Lumina, LLC
Hey Dan,
I was checking my file and I didn't see any comments from your agency on this project. I looked through my emails and
didn't see anything, but I may have overlooked something accidently. I just wanted to make sure that I didn't make any
permit decisions without getting the DEMLR comments.
Thanks,
Curt
Curtis Weychert
Assistant Major Permit Coordinator
North Carolina Division of Coastal Management
North Carolina Department of Environmental Quality
252-808-2808 x211
Curt. Wevchert(cDncdenr. gov
400 Commerce Ave
Morehead City, NC 28557

ROY COOPER
1
Gw;�rrr,n•
MICHAEL S. REGAN
BRAXTON DAVIS
'
Arnam,4 /eravrnrnlr'r:aai<r;
.tiMl�l}R'll'a'l1l
November 24, 2020
MEMORANDUMt
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt.weychedgiNCDENR.00v
SUBJECT: CAMA/Dredge & Fill
Applicant: I Peter and Carole Kozloskl
Project Location: 306 East Bay St, adjacent to the Cape Fear River in Southport Brunswick County
Proposed Project: Proposal to install a new 74linearft. bulkhead 20 ft. waterward of NHW, Install rip rap
an additional 13 ft. watenward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by December 19, 2020. If you have any
questions regarding the proposed project, contact Tara MacPherson 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 0l fv / y �—
AGENCY
SIGNATURE
DATE
i�ljolzv
State orNonh Carolina I Eauronmental Quality I Coastal Management
127 Cardinal (hive En, WitImiagton, NC 28405 919 796 7215
RECEIVED
DEC18, N20
MP SECTION
DCM - MHD CITY

November 24, 2020
MEMORANDUM..
ROY COOPER `
MIC14AEL S. REGAN
IN, `,•,:,
BRAXTON DAVIS
6-. ?Zx 11. 25,DI
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt.wevche rtaNC DE N R. gov
SUBJECT:
Applicant:
Project Location:
Proposed Project:
CAMA / Dredge & Fill
Peter and Carole Kozloski
306 East Bay St., adjacent to the Cape Fear River in Southport, Brunswick County
Proposal to install a new 74 linear It. bulkhead 20 ff. waterward of NHW, install rip rap
an additional 13 ff. waterward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by December 19, 2020. If. you have any
questions regarding the proposed project, contact Tara MacPherson 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. See attached.
This agency objects to the project for reasons described in the attached comments.
PRINT NAME � n
AGENCY i 64-) R C
SIGNATURE A���� RECEIVED
DATE 12' its-zo2v DEC 16.2020
MP SECTION
Stain ofNo,th Carolina i &rvinnmmwl Qwlity i Comal Nlanagemmt DCM - MHD CITY
127 Cardinal lkiw EXL• Wilmington, NC 2W5 9197967215

North Carolina Wildlife Resources Commission �--I
Cameron Ingram, Executive Director
MEMORANDUM
TO: Curt Weychert
Division of Coastal Management
North Carolina Department of Environmental Quality RECEIVED
FROM: Maria T. Dunn, Coastal Coordinator
DEC 16.2020
Habitat Conservation Division
MP'SECTION
DCM - MHD CITY
DATE: December 16, 2020
SUBJECT: CAMA Dredge/Fill Permit Application for Peter Kozloski, Brunswick County,
North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the permit
application with regard to impacts on fish and wildlife resources. The project site is located at 306 East
Bay Street adjacent the Cape Fear River in Southport, NC. Our comments are provided in accordance
with provisions of the Coastal Area Management Act (G.S. 113A-100 through 113A-128), as amended,
Sections 401 and 404 of the Clean Water Act, as amended, and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The applicant proposes to install a new 74' bulkhead 20' waterward an existing bulkhead to tie into points
of adjacent bulkheads, install riprap an additional 13' water of NHW, and construct a new two slip
docking facility. Total shoreline stabilization would extend 33' waterward the existing 14HW line, filling
2442 ft of estuarine waters and public trust area. Water depths at the proposed two slip docking facility
are approximately -6' NLW. The Cape Fear River at this location is classified SC by the Environmental
Management Commission.
The NCWRC has reviewed the permit application and is concerned with the impacts to estuarine waters
and public trust area. While we understand the existing bulkhead may need reinforcement or even -
replacement, the extension waterward NHW is concerning. We would be supportive of riprap placement
waterward the existing structure to diffuse energy or the installation of a new bulkhead in closer
alignment to the existing bulkhead to address structure instability and the addition riprap waterward the
new structure. The NCWRC has no specific comment with regard to the docking facility.
We appreciate the opportunity to review and comment on this permit application. If you need further
assistance or additional information, please contact me at [phone] or at
maria. dunn(a-mewi Idlife.or¢
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

LZx3F%�
NORTH CAROLINA
Environmenml Quality
November 24, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt.wevchert(a) NCDENR.nov
SUBJECT: CAMA/Dredge & Fill
Applicant: Peter and Carole Kozloski
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division ofCoasm/
Management
Project Location: 306 East Bay St., adjacent to the Cape Fear River in Southport, Brunswick County
Proposed Project: Proposal to install a new 74 linear ft. bulkhead 20 ft. waterward of NHW, install rip rap
an additional 13 R. waterward of NHW and construct a new private 2-slip docking
I facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Weychert at the address above by Decembe 19, 2020: If you have any
questions regarding the proposed project, contact Tara MacPherson 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
RECEIVED
SIGNATURE fu_ 6� for Shannon Jenkins
DEC) 1, 1010
DATE 12/11/2020 MP SECTION
DCM - MHD CITY
State oMonh Camlina I Envimnmenml Quality I Coastal Management
127 Cardirul Drive Ext, Wilmington, NC 28405 919 796 7215

DocuSign Envelope ID: 0797AECF-8FD2-4OF4-88A6-F77EOAE228BC
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Peter and Carole Kozloski
5134 Prices Creek Drive
Southport, NC 28461
NORTH CAROLINA
EnWrwL Wd Quaid
January 22, 2021
RECEIVED
1AN 8 6 2021
MP SECTION
DCM - MHD CITY
DWR # 2020-1884
Brunswick County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
306 East Bay Street — Southport, NC 28461
Dear Mr. and Mrs. Kozloski:
You have our approval for the impacts listed below for the purpose described in your application dated
November 9, 2020, received by the Division of Water Resources (Division) November 24, 2020. 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(s)198000291
or 197800056 once issued to you by the U.S. Army Corps of Engineers and the CAMA 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
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
N/A
N/A
404/401 Wetlands
N/A
N/A
Open Waters
0.056 acres
N/A
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. [15A NCAC 02H .0507(d)(2)].
D_E North Carolina Department of Environmental Quality I Division of Water Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
°'r` 910.796.7215

DocuSign Envelope ID: 0797AECF-8FD2-4OF4-88A6-F77EOAE228BC
306 East Bay Street — Southport, NC 28461
D W R#120201884
401 Certification
Page 2 of 3
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 nearsurface 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 mannerto 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 02B .0211 (12)]
2. The Permittee shall adhere specially to 15A NCAC 02B .0220 Tidal Salt Water Quality for Class
SC Waters (3)(g) 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; (1)
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]
3. All backfill material shall be obtained from a high ground source and confined landward of the
permitted sill. [15A NCAC 02H .0501 and .0502 and 15A NCAC 02H .0506 (b)(1)-(3)]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
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 informafion regarding requirements for filing a Petition and Petition
forms may be accessed at htta://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
RECEIVED
JAN 2 b .2021
MP SECTION
DCM - MHD CITY

DocuSign Envelope ID: 0797AECF-8FD2-40F4-88A6-F77EOAE228BC
I
306 East Bay Street —Southport, NC 28461
DWR# 20201884
401 Certification
Page 3 of 3
This letter completes the review of the Division under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Robb Mairs at 910-796-7215 or Robb. Mairs(CD ncdenr.eov if you have any
questions or concerns.
Sincerely,
MDocuSSl�gnedbb /may
CE3�ABAc14AC1DO
Morella Sanchez -King
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ— WiRO
Enclosures: GC4175
cc: Curt Weychert, DCM Morehead City Office, EC
Greg Currey, USACE Wilmington Regulatory Field Office, EC
DWR 401 & Buffer Permitting Branch file-LF
WiRO
RECEIVED
JAN 2 b 2021
MP SECTION
DCM MHD CITY

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
�Mw M
BRAXTON DAVIS
NORTH.. CAROUNA
Direcmq Division ofcoasml
Erh!'On ]ewal nt!rtl(!f
management
November 24, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
c u rt. wevc h e rtia N C D E N R. o ov
SUBJECT: CAMA/Dredge & Fill
Applicant: Peter and Carole Kozloski
Project Location: 306 East Bay St., adjacent to the Cape Fear River in Southport Brunswick County
Proposed Project: Proposal to install a new 741inear ft. bulkhead 20 ft. waterward of NHW, install rip rap
an additional 13 ft. waterward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by December 19, 2020. If you have any
questions regarding the proposed project, contact Tara MacPherson 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. See attached.
X This agency objects to the project for reasons described in the attached comments.
PRINT NAME Kimberlee Harding
AGENCY
NCDMF
SIGN/1TURE /1uya "Az Z-
DATE
12/18/2020
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Eat., Wilmington, NO 29405 919 796 7215
RECEIVED
DEC 18 2020
MP SECTION
DCM - MHD CITY

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
STEPHEN W.MURPHEY
Director
MEMORANDUM:
TO: CurtWeychert, DCM Assistant Major Permit Coordinator
FROM: Kimberlee Harding, DMF Fisheries Resource Specialist
SUBJECT: Peter and Carol Kozloski- new bulkhead, rip rap and docking facility
DATE: December 18, 2020
A North Carolina Division of Marine Fisheries (NCDMF) Fisheries Resource Specialist has reviewed
the CAMA Major Permit application for proposed actions that impact fish and fish habitats. The
project site is located at 306 E Bay St, adjacent to the Cape Fear River, within the Town of
Southport, in Brunswick County. The applicant is proposing to install a new 74 linear ft. bulkhead
20 ft. waterward of NHW, install rip rap an additional 13 ft. waterward of NHW and construct a new
private 2-slip docking facility. The Town of Southport Land Use Plan classifies the high ground
portion of the project area as residential and the waters of the Cape Fear River in this location are
classified as "SC" by the North Carolina Division of Water Resources. The area is not designated as a
Primary Nursery Area by the NCDMF and is closed to the harvest of shellfish.
The applicant is proposing to install a new 74linear ft. bulkhead 20 ft. waterward of NHW, install
rip rap an additional 13 ft. waterward of NHW and construct a new private 2-slip docking facility.
The proposed bulkhead and rip rap would result in the filling of approximately 2,442 sq. ft. of
Estuarine Waters and Public Trust Area. The proposed docking facility would result in the shading
of approximately 1,244 sq. ft. of open water within the Estuarine Waters and Public Trust Area
AECs.
This proposed project includes a component to fill a large amount of Public Trust Area and
Estuarine waters. The NCDMF would be supportive of project if the total amount of filled public
area is minimized, while still mitigating wave action from passing large vessels. Minimization
efforts would be either constructing the new bulkhead in closer alignment to the existing adjacent
bulkheads with the rip rap installed just waterward of the new structure or to use rip rap only
installed close to the existing bulkhead. The NCDMF does not have any comments or concerns with
the docking facility as proposed.
Contact Kimberlee Harding at [e-mail] with further questions or concerns.
RECEIVED
DEC 11 8 2020
MP SECTION
• State of North Carolina I Division of Marine Fisheries DCM - MHD CITY
3441 Arendell Street I P.O.Bos769I Morchead City. North Carolina 28557
252-726-7021

MEMORANDUM
To: Curt Weychert
From: Mike Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, Peter and
Carole Kozloski — Southport, Brunswick County
Date: February 10, 2021
his vroiect is consistent with the City of Southport Land Use Plan.
The applicant proposes to install a new 74 linear ft. bulkhead 20 ft waterward of NHW,
install rip rap an additional 13 ft. waterward of normal high water and construct a new
private 2-slip docking facility. The project is located at 306 East Bay Street, adjacent to
the Cape Fear River in Southport.
Areas of Environmental Concern (AEC's) impacted by the proposal are ES, EW and
PTA. Waters at the project site are classified as SC 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 Southport Land Use Plan and offer
the following comments.
The general area of the project is classified as Residential.
In general, the Southport Land Use Plan allows development in Residential classified
AECs which is consistent with the State's minimum use standards. The Southport 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.
Provided all local, state and federal requirements can be met, this project appears to be
consistent with the City of Southport Land Use Plan.
Cc: File
RECEIVED
FEB 10 2021
MP 5EC1WN
DCM - MHD CITY

`F
ROY COOPER
a
GovernorMICHAEL
S. REGAN
5'ecrelary
BRAXTON DAVIS
NORTH CAR01...1 NA
Director, Dirislnn ofCoasml
/icrtnuorullai Ondlitl'
Management
November24, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cd rt.wevc h ert(aN CDE N R.00v
SUBJECT: CAMA/Dredge & Fill
Applicant: Peter and Carole Kozloski
Project Location: 306 East Bay St., adjacent to the Cape Fear River in Southport Brunswick County
Proposed Project: Proposal to install a new 74 linear ft. bulkhead 20 ft. waterward of NHW, install rip rap
an additional 13 ft. waterward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Weychert at the address above by December 19, 2020. If you have any
questions regarding the proposed project, contact Tara MacPherson 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. See attached.
X This agency objects to the project for reasons described in the attached comments.
PRINT NAME Kimberlee Harding
AGENCY NCDMF
DATE 12/18/2020
State of North Carolina I Environmental Quality l Coastal Management
127 Continue] Drive Ext., Wilmington, NC 28405 919 796 7215
RECEIVED
FEB 0 4:7021
A,
mp SECTION
DCM - MHD CITY

4
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
STEPHEN W.MURPHEY
Director
MEMORANDUM:
TO: Curt Weychert, DCM Assistant Major Permit Coordinator
FROM: Kimberlee Harding, DMF Fisheries Resource Specialist
SUBJECT: Peter and Carol Kozloski- new bulkhead, rip rap and docking facility
DATE: December 18, 2020
A North Carolina Division of Marine Fisheries (NCDMF) Fisheries Resource Specialist has reviewed
the CAMA Major Permit application for proposed actions that impact fish and fish habitats. The
project site is located at 306 E Bay St, adjacent to the Cape Fear River, within the Town of
Southport, in Brunswick County. The applicant is proposing to install a new 74 linear ft. bulkhead
20 ft. waterward of NHW, install rip rap an additional 13 ft. waterward of NHW and construct a new
private 2-slip docking facility. The Town of Southport Land Use Plan classifies the high ground
portion of the project area as residential and the waters of the Cape,Fear River in this location are
classified as "SC" by the North Carolina Division of Water Resources. The area is not designated as a
Primary Nursery Area by the NCDMF and is closed to the harvest of shellfish.
The applicant is proposing to install a new 74linear ft. bulkhead 20 ft. waterward of NHW, install
rip rap an additional 13 ft. waterward of NHW and construct a new private 2-slip docking facility.
The proposed bulkhead and rip rap would result in the filling of approximately 2,442 sq. ft. of
Estuarine Waters and Public Trust Area. The proposed docking facility would result in the shading
of approximately 1,244 sq. ft. of open water within the Estuarine Waters and Public Trust Area
AECs.
This proposed project includes a component to fill a large amount of Public Trust Area and
Estuarine waters. The NCDMF would be supportive of project if the total amount of filled public
area is minimized, while still mitigating wave action from passing large vessels. Minimization
efforts would be either constructing the new bulkhead in closer alignment to the existing adjacent
bulkheads with the rip rap installed just waterward of the new structure or to use rip rap only
installed close to the existing bulkhead. The NCDMF does not have any comments or concerns with
the docking facility as proposed.
Contact Kimberlee Harding at [e-mail] with further questions or concerns.
'REC;EivED
fEB 0 41011
MP SEC-n
State of North Carolina I Division of Marine Fisheries MHD CITY
3441 Arendell Street I P.O. Box 769 1 Morehead City, North Carolina 28557 1
252-72b-7021

Bodnar, Gre
From: Currey, Gregory E CIV USARMY CESAD (USA) <[e-mail]>
Sent: Tuesday, September 28, 2021 10:13 AM
To: Bodnar, Gregg
Subject: [External] FW: SAW 2020-2099 Kozloski Dock and Bulkhead
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Greg, as requested.
Greg Currey
Project Manager
USACE, Wilmington
69 Darlington Ave.
Wilmington, NC 28403
PH 910-251-4707
From: Currey, Gregory E CIV USARMY CESAW (USA)
Sent: Monday, June 21, 2021 10:14 AM
To: [e-mail]
Subject: SAW 2020-2099 Kozloski Dock and Bulkhead
Mr. and Mrs. Kozloski, the above permit application is being withdrawn due to inactivity on this application. When issues
with the Division of Coastal Management CAMA permit are resolved, then you may re -submit this application with the
required modifications. If you do, be sure to include the above permit number. Let me know if you have any questions.
G reg
Greg Currey
Project Manager
USACE, Wilmington
69 Darlington Ave.
Wilmington, NC 28403
PH 910-251-4707

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
November 4, 2021
Regulatory Division
Action ID No. SAW 2020-02099
Mr. Jonathan Howell
North Carolina Department of
Environmental Quality
North Carolina Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Howell:
NOV 4 2021
MP SECTION M D
Reference the application by Peter and Carole Kozloski to construct a new bulkhead
waterward of an existing bulkhead and to construct a new residential docking facility. The site is
located at 306 and 310 East Bay Street, Southport, NC.
The applicants seek to construct a new 4.5-ft vinyl bulkhead approximately 20-ft waterward
of the existing timber bulkhead that will be aligned with adjacent shoreline stabilization
measures (i.e. bulkheads) at 302 E Bay St and 310 E Bay St. The new bulkhead will measure 89
linear feet, of which 16.5 linear feet will be constructed on the adjacent neighbor's riparian
corridor. The area to be filled behind the bulkhead with clean sand will total 1,320 square feet.
Furthermore, the applicants seek to construct a new timber framed 148 feet by 5 feet fixed pier
with a 16 feet by16 feet gazebo located to the southwest of the end of the pier. Two 12 feet by 12
feet boatlifts would be located to the northwest and southeast of the gazebo.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
Special Conditions
1. All work authorized by this permit must be performed in strict compliance with the submitted
plans, dated October 21, 2021, 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.

y a .
2. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
3. Approval of the structure is based on determinations that there would be no obstruction to
navigation. The structure may be damaged by wave wash from passing vessels. Issuance of this
permit should not be construed, as relieving the permittee of taking proper steps to ensure the
structure and moored boats will not be damaged by wave wash.
4. 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 [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
5. 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.
6. 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
7. The activity will 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.
8. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly
adhere to all requirements therein. The guidelines can be found a httt ://www.fws. og v/nc-
es/mammal/manatee guidelines.odf.
9.The permittee, upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the United States and in such time and
manner as the Secretary of the Army or his authorized representative may direct, restore the
water or wetland to its pre -project condition. RECEIVED
NOV 4 2021
MP SECTION MHD

1 O.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.
Questions or comments may be addressed to Greg Currey, Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Digitally signed by
Ji
Greg Greg Currey
Currey'
—'Date:2021.11.04
^, 13:01:33-04'00'
Greg Currey, Project Manager
Wilmington Regulatory Field Office
Attachment:
Project Plans
PGP-291 Permit
Copy Furnished by email with attachment:
Mr. Rick Trone
Division of Water Resources
North Carolina Department of Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Ms. Tara MacPherson
Mr. Gregg Bodnar
North Carolina Department of
Environmental Quality
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
NOV 4 2021
P SECTION Mai®

Mr.Fritz Rohde
Ms.Twyla Cheatwood
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Dr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
Ms. Holley Snider
Division of Water Resources
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wihnington, North Carolina 28405
NOV 4 2021

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Peter and Carole Kozloski
2. LOCATION OF PROJECT SITE: 306 East Bay street, adjacent to the Cape Fear River, within the Town of
Southport, in Brunswick County
Lat:33°55'05.52"N Long:78°00'53.43"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/3/20, 8/6/20
Was Applicant Present— No
5. PROCESSING PROCEDURE: Application Received — 11/9/20 Complete — 11/19/20
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Southport
Land Classification From LUP— Residential
(B) AEC(s) Involved:ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing. Public sewer
Planned- Same
(F) Type of Structures: Existing- Single Family residence and vinyl bulkead.
Planned- Build new bulkhead waterward of existing, install rip rap and
construct a new 2-slip docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLFD OTHER
(A) Vegetated Wetlands (Coastal / 404)
(B) Non -Vegetated Wetlands (Open Water)
JE2,442sq..
1,244 sq. ft.
(incorporated)
(C) Other- Highground disturbance
P) r otal Area Disturbed: 3,686 sq. ft. (.08 Acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to install a new 74 linear ft bulkhead 20 ft. waterward of
NHW, install rip rap an additional 13 ft. waterward of NHW and construct a new private 2-slip docking
facility.
�DF
North Carolina Department of Environmental Qualtty I Division of Coastal Management
MIrn rxiton Office 1 127 Cardinal Drive Extension I WWMngton, North Carofma 28405
910.796.7215

Peter and Carole Kozloski
Page 2
9. PROJECT DESCRIPTION
The project site is located at 306 E Bay St, adjacent to the Cape Fear River, within the Town of Southport, in Brunswick
County. To locate the property from Wilmington, travel south on NC Hwy-133 to Southport. Turn left on N. Howe Street
and travel approximately 1.5 miles to E. Bay Streiet. Turn right onto E. Bay Street and travel approximately 0.2 miles to
the subject property, which will be located on the left.
The property is a 0.18-acre tract of land with an existing single family residence. The existing shoreline is stabilized by
a vinyl bulkhead. The property has 69 linear ft. of shoreline and upland areas consist of grasses and native vegetation.
There are no wetlands present at this location and Normal High Water (NHW) was flagged by DCM staff at the existing
bulkhead. A survey of MHW was not submitted with this application. General Permit No. 69147 was issued on 6/27/17
for shoreline stabilization. The property is bordered by private residences to the west and east, East Bay St. to the
north and the Cape Fear River to the south. TheiTown of Southport Land Use Plan classifies the high ground portion
of the project area as Residential. The waters of the Cape Fear River in this location are classified as "SC" by the
North Carolina Division of Water Resources. The area is NOT designated as a Primary Nursery Area by the North
CaroCna Division of Marine Fisheries and is closed to the harvest of shellfish.
PROPOSED PROJECT
The applicant is proposing to install a new 74 linear ft. bulkhead 20 ft. waterward of NHW, install rip rap an additional
13 ft. waterward of NHW and construct a new private 2-slip docking facility. According to the applicant, the existing
bulkhead is structurally independent from both adjacent bulkheads and is located approximately 20 ft. landward of the
adjacent bulkheads. The application states that due to the location of the existing bulkhead an "eddy effect occurs
during high tides, wind events and when large cargo ships navigate down the channel creating sedimentation and
impacting the integrity of the existing wall (see Narrative and attachments). The applicant is proposing to align the new
bulkhead with adjacent bulkheads by installing a 4.5 ft. high vinyl wall approximately 20 ft. below Normal High Water
(NHW) and adding additional rip rap extending out an additional 13 ft. from the new wall. The entire shoreline
stabilization project would extend a total of 33 ft. waterward of the existing NHW line filling approximately 2442 sq. ft.
of Estuarine Waters and Public Trust Area.
The proposal also includes a new two -slip docking facility extending into the Cape Fear River from the new proposed
bulkhead. A 5 ft. wide by 140 ft. long pier would extend waterward to a fixed 16 ft. wide by 16 ft. long L-head platform
extending to the west. Two 12 ft. wide by 12 ft. long boatiifts are proposed landward and waterward of the platform in
water depths measuring approximately — 6ft. at NLW. The proposed docking facility would not encroach into either
adjacent riparian setback, exceed the existing pierhead line or the Y. width rule.
10. ANTICIPATED IMPACTS:
The proposed bulkhead and rip rap would result in the filling of approximately 2,442 sq. ft. of Estuarine Waters and
Public Trust Area. The proposed docking facility would result in the shading of approximately 1,244 sq. ft. of open
water within the Estuarine Waters and Public Trust Area AECs. As proposed, the new docking facility would not extend
beyond the quarter width of the waterbody nor encroach into the 80 feet federal channel setback in this location. The
proposed docking facility would not encroach intoleither 15 feet adjacent riparian property setback.
Submitted by: T. MacPherson Date: 11/24/20 Office: Wilmington
D 0�
North Carolina Depa eW of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardnal Drive Extension I Wilmington North Carollm 28405
910.796.7215

CAMA ajor Permit Application
roject Narrative
For
Peter. and Carole Kozloski
306 East Bay St.
Southport, NC
Project Narrative
The project site is located at 306 East
The property is located on the Cape F
Dutchmans Creek, and 2.3 miles nort
the subject property are Peter and Ca
single-family residential structure. A
and dated: 7/16/2020) of the existin;
and is included in this application for
A pre -application meeting was held
McPherson and property owners Pe
and found no coastal wetland areas
The adjacent properties are
3ay St, Southport, NC (33055'5.98"N, 780 0'53.91-W).
ar River, approximately 1.68 miles east of
of the mouth of the Cape Fear River. The owners of
ole Kozloski. The existing structure is a two-story
rofessional topographic and physical survey (sealed
conditions was ordered for this permit application
t attended by NCDENR Representatives Tara
and Carole Kozloski. A field survey was performed
on the property.
lots with residential structures.
Existing bulkhead structure is 4.5-foo> (approx.) wooden bulkhead with tiebacks supported
by horizontal timbers wales, approximately 68.6-ft long and ties into the adjacent property
owners lot The existing bulkhead ru
wingwalls present The existing bulk
structurally independent from the a(
cannot be determined. The existing t
approximately 20-ft landward of the
east sides).
It is in my professional engineering
address aligned with neighboring b
1) The existing conditions gene
parallel to the water and does not appear to have
ad structure on this property was determined to be
cent bulkheads. Length of embedment of timbers
her bulkhead structure on this property is located
isting adjacent bulkheads (located on the west and
not having a bulkhead located at this property
is/are causing the following issues:
an eddy effect in the waters directly in -front of this
property and the adjacent properties. The eddy effect occurs during mid -to -high
wind events and mid to high (raising/falling) tide events. The eddy* Irbe
1 of 11 SOS 18 Z02O
FINAL — For Review Purposes Only d tic
DCiJI W1Lta�INCiO

sediment erosion rate at the a of the existing bulkhead and on the sandy banks
waterward, eventually causinj structural failure to this bulkhead, and if left in it's
current condition, guarantees omplete failure to this bulkhead and the neighboring
bulkheads to the east and we in the future.
2) The existing bulkhead and the
Fear River that receives wind
Bald Head Island, and New Ha.
is located approximately 20-ft
alignment, during high wind e,
dramatically increases the sed
3) The existing bulkhead receive
(Panamax to Post Panamax) n
Navigation Channel to Militar3
Carolina Port, and other inlanc
Panamax and Post Panamax sl
maintained Navigation Channc
Lower Swash portion of the ch
E. Bay St, at a high tide, the wa
wakes (sometimes can reach 2
increases the sediment erosio3
decrease the factory of safety c
The eight satellite images below, from
evidence of hydraulic dynamics of the
location located approximately 20-ft h
below show the waterline following tl
directly in front of the bulkhead locate
10/26/2016) shows the adjacent east
It is in my professional engineering of
bulkhead wall to act as a whole part, r
note Image S shows evidence of a wah
clear evidence of water at a higher ele
bulkheads. Note the "curved indentati
shows evidence of possible eddy effecr
may be caused by wind and raising/fa
act in unison, and where piers/docks c
iboring bulkheads, face the direction of the Cape
cure to/from all ocean winds from the Oak Island,
County facing beaches. Having a bulkhead that
Yvard of the adjacent bulkhead, and not in
and particularly at higher water levels,
t erosion rate and amplifies the eddy effect
from large cargo holding ocean vessels
ig up and down federally maintained USACE
Terminal Sunny Point (MOTSU), North
This is an issue because the
ps can only traverse each section of the federally
at its highest tides. This existing bulkhead faces the
nnel. When the Panamax size vessels steam past 306
!r is +/-1-ft on the existing bulkhead, the large
t above the current water level) dramatically
rate and amplifies the eddy effect, and ultimately
i the bulkhead system for failure for the bulkhead.
)ctober 22, 2010 to June 14, 2019, show historical
rater in front of the bulkhead, due to the current
rdward of the adjacent bulkheads. The images
bulkheads with a visible "curved indentation"
at 306 e. Bay St Furthermore, Image 4 (dated
ide bulkhead failure following Hurricane Matthew.
lion this failure was cause, in part, to a non linear
luting the structural integrity at this section. Please
caused by a large cargo ship. Image 7 shows very
ition/tide on the existing bulkhead and adjacent
i" on the bulkhead at 306 e. Bay St Lastly, Image 8
visible in the satellite imagery. These eddy effects
ng tides, at locations where hydrodynamics do not
i not restrict/interrupt the frictional forces caused
by these events. Similarly, to the rea ns at this project location.
2of11
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RECEIVED
NOV 18 2020

Image 1. Visible "curved indentation" in front of existing bulkhead with signs of sediment
erosion on shoreline.
3of11
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RECEI`f En
Nov 18 1136
"

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RECEIVED
5 of 11 NOV 187020
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6of11
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ov1S2? 1
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"curved indentation" in front of existing bulkhead.
NOV 1 8 2070
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f_ t
F06 &BaY6 E Bay St y ,

=20"91b"p"E
3X Q
Egead
• - w.a rxn.]moieo..F.e
• Fnxr."$q�S.RL�mx ...
Proposed Bulkhead (74LF)
° -• Estuarine Shoreline
• xu�x.aa« ...
• 4.au Fun. "�e}uwaYrl
Lxsy ASYn •••
Image 9. Proposed bulkhead project ill
relation to the Estuarine Shoreline (2012)
The calculated area to be filled in witt,
clean sand is 1321-SF. The new bulkhead will
measure 74I,17. The proposed bulkhea
I will be stabilized using 1" x 8-ft HDG rods every 8
feet Typical residential pier construct
on methods will be performed. The vinyl sheet piles
designed for this project will be the E
P 4.1 product in 10-ft lengths installed by vibratory
hammer to the required depths. The p
roposed bulkhead wall will align with adjacent
shoreline stabilization measures, will
iave no wingwalls and will be structurally
independent Infront of the proposed
ulkhead retaining wall, an additional measure of
shoreline stabilization is proposed wh
ch includes stone riprap revetment to dissipate
wave action. The riprap will be made
IF properly sized granite stone placed at a 3:1 slope
extending 13-ft waterward from the p
-oposed retaining wall. The calculated area to be
filled with riprap is 962-SF It is estimated
the MHW line will not change elevation upon
completion of this project
Additionally, this project proposes in ling a new timber framed 140'x5' fixed pier with a
16'x16' gazebo at the end and two nevit 10,000 lb boat lifts.
The fixed pier will be, supported by tv
ro 12" (diameter) pressure treated timber piles
wrapped in vinyl and placed every 8-
o/c to support a walkway with hand rails. Each
boatlift will be supported by four 12"(diameter)
pressure treated timber piles placed in a
square, offset 12-ft o/c, to support a boat
that will be located adjacent and of the gazebo.
Equipment and construction materiall will be stored on site. Back fill material will be clean
sand material that will be delivered b truck and installed from above by hand.
10 of 11 NOV 1 S 2020
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322
NiCHOg S WILM NG ON, NC 284
�,. jV 1 L WILMINGTON, NC 28405
ENGINEERING, Pu.c PHONE: [phone]
L
NCBELS FIRM LICENSE NUMBER: P-2006
--' - --~ -- www.NICHo1sENGPLLC.com
CAMA Major Permit Application
Project Narrative
For
Peter and Carole Kozloski (Primary Applicant)
306 East Bay St.
Southport. NC
lames and lane O'Neal (Co -Applicant)
310 E Bay St.
Southport, NC
Date: 9/30/2021
Project Narrative
The project site is located at 306 East Bay St. and 310 E Bay St, Southport, NC (33°55'5.98"N, 78'
0'53.91" W). The property is located on the Cape Fear River, approximately 1.68 miles east of
Dutchman's Creek, and 2.3 miles north of the mouth of the Cape Fear River. The owners of the
subject property are primary applicants Peter and Carole Kozloski (306 Easy Bay St) and co -
applicants James and Jane O'Neal (310 E Bay St). The projects sites at 306 East Bay St consists of a
vacant lot and 310 East Bay St is an existing two-story single-family residential structure. A
professional topographic and physical survey (sealed and dated: 7/16/2020) of the existing
conditions at 306 East Bay St was ordered for this permit application and is included in this
application for reference.
The purpose of having James and Jane O'Neal as co -applicants is the proposed project/alignment
enters onto the O'Neal's property.
A pre -application meeting was held and attended by NCDENR Representatives Tara McPherson
and property owners Peter and Carole Kozloski. A field survey was performed and found no
coastal wetland areas existed on the property.
The adjacent properties are developed lots with residential structures. t ZEC E IVE D
OCT 12C21
1of15
FINAL - For Review Purposes Only ra�i •olrP S+I-CTION MHD

NICHOLS
ENGINEERING. PLLC
.'... ?
322 BRE 0NSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHOLsENGPLLC.com
The existing bulkhead structure at 306 East Bay St is 4.5-foot (approx.) wooden bulkhead with
tiebacks supported by horizontal timbers wales, approximately 68.6-ft long and ties into the
adjacent property owner's lot (310 East Bay St). At 306 East Bay St, the existing bulkhead runs
parallel to the water and does not appear to have wingwalls present. The existing bulkhead
structure on this property was determined to be structurally independent from the adjacent
bulkheads. Length of embedment of timbers cannot be determined. The existing timber bulkhead
structure on this property is located approximately 20-ft landward of the existing adjacent
bulkheads (located on the west and east sides).
For 306 East Bay St, it is in my professional engineering opinion, not having a bulkhead located at
this property address aligned with neighboring bulkheads is/are causing the following issues:
1) The existing conditions generate an eddy effect in the waters directly in -front of this
property and the adjacent properties. The eddy effect occurs during mid -to -high wind
events and mid to high (raising/falling) tide events. The eddy increases the sediment
erosion rate at the toe of the existing bulkhead and on the sandy banks waterward,
eventually causing structural failure to this bulkhead, and if left in it's current condition,
guarantees complete failure to this bulkhead and the neighboring bulkheads to the east and
west, in the future.
2) The existing bulkhead and the neighboring bulkheads, face the direction of the Cape Fear
River that receives wind exposure to/from all ocean winds from the Oak Island, Bald Head
Island, and New Hanover County facing beaches. Having a bulkhead that is located
approximately 20-ft landward of the adjacent bulkhead, and not in alignment, during high
wind event, and particularly at higher water levels, dramatically increases the sediment
erosion rate and amplifies the eddy effect
3) The existing bulkhead receive wakes from large cargo holding ocean vessels (Panamax to
Post Panamax) navigating up and down federally maintained USACE Navigation Channel to
Military Ocean Terminal Sunny Point (MOTSU), North Carolina Port, and other inland
ports/destinations. This is an issue because the Panamax and Post Panamax ships can only
traverse each section of the federally maintained Navigation Channel at its highest tides.
This existing bulkhead faces the Lower Swash portion of the channel. When the Panamax
size vessels steam past 306 E. Bay St, at a high tide, the water is +/-1-ft on the existing
bulkhead, the large wakes (sometimes can reach 2-ft above the current water level)
dramatically increases the sediment erosion rate and amplifies the eddy effect, and
ultimately decrease the factory of safety on the bulkhead system for failure for the
2of15
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RECEIVED
OCT n K2 i
Rr*3 C".t C' TIf1'h1 114M.rl

. i�i^.Ti ^ • i
J d! l
J
322 BREfONSHIRE RD.
WILMINGTON, NC 28405
PHONE: [phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHoLsENGPLLC.coM
The eight satellite images below, from October 22, 2010 to June 14, 2019, show historical evidence
of hydraulic dynamics of the water in front of the bulkhead, due to the current location located
approximately 20-ft landward of the adjacent bulkheads. The images below show the waterline
following the bulkheads with a visible "curved indentation" directly in front of the bulkhead
located at 306 e. Bay St Furthermore, Image 4 (dated 10/26/2016) shows the adjacent east side
bulkhead failure following Hurricane Matthew. It is in my professional engineering opinion this
failure was cause, in part, to a non linear bulkhead wall to act as a whole part, reducing the
structural integrity at this section. Please note Image 5 shows evidence of a wake caused by a large
cargo ship. Image 7 shows very clear evidence of water at a higher elevation/tide on the existing
bulkhead and adjacent bulkheads. Note the "curved indentation" on the bulkhead at 306 e. Bay St.
Lastly, Image 8 shows evidence of possible eddy effects visible in the satellite imagery. These eddy
effects may be caused by wind and raising/falling tides, at locations where hydrodynamics do not
act in unison, and where piers/docks do not restrict/interrupt the frictional forces caused by
these events. Similarly, to the reactions at this project location.
RECEIVE®
OCT 4 2021
3of15 El? %CZ
J CTION MIAD
FINAL -For Review Purposes Only

322 BRETONSHIRE RD.
.t:
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHOLsENGPLLC.com
Image 1. Visible "curved indentation" in front of existing bulkhead with signs of sediment erosion
on shoreline.
I1"ZECE1VE®
OCT 4 2021
4of15 F-Ap SECTION 9UHD
FINAL - For Review Purposes Only

NICHOLS
WILMINGTON, NC 28405
WIL INGTO SHIRE 84
ENGniEEBING,eu.0 ...,•„
PHONE: [phone]
NCBELS FIRM LICENSE NUMBER: P-2006
— —
www.NICHoLsENGPLLC.com
ems- - _ . ,
• •�
A
Image 2. Visible "curved indentation' in front of existing bulkhead
5 of 15
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RECEIVED
OCT G 2021
Pg`dP SECTION MHD

NICHOLS
- ENGINEERING,PLM ....en
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHOLsENGPLLC.com
Image 3. Visible "curved indentation' in front of existing bulkhead.
6of15
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RECEIVE®
OCT 4 2021
MIP SECTION 11 HD

,NICHOLS
ENGINEERING, PII.0 R. mw
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE: [phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHoLsENGPLLC.com
Image 4. Image following Hurricane Matthew shows damage of bulkhead failure to existing
bulkhead and adjacent 310 E Bay St (east of property) bulkhead wingwalls.
RECEIVE®
OCT �, 2021
7of15
FINAL - For Review Purposes Only c*rC'T'®N MHO
�eP C-

-..��NT HY S
ENGINEERING, PLLC
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHoLSENGPLLC.com
Image 5. Evidence of wakes created by large cargo vessels traversing the Cape Fear River.
8of15
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r . D
OCT 4 2021
Ui' SECTION V.HD

iENGINEERING, FUAC
NiCHOLS
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHOLSENGPLLC.COM
Image 6. Visible "curved indentation" in front of existing bulkhead.
ocT 1 %21
9of15
FINAL - For Review Purposes Only

T V. NiCHOLS
i�- RNGINEERING, PLLC m.va�y
� J I
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NicHoLsENGPLLC.com
Image 7. Very clear evidence of higher water elevation on shoreline property with visible "curved
indentation' in front of existing bulkhead.
Note in Image 7, the alignment of the east side adjacent neighbor's bulkhead changed following its
failure from Hurricane Florence. The alignment to meet the bulkhead at 306 E Bay St was an
emergency repair.
Ci V ED
OCT 1 2021
10Gf15 rJIP SECTION
FINAL -For Review Purposes Only

NiCHOLS
If.-17 v ENGINFFRING,PI.IC m.mw
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE: [phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www,NICHOLs ENGPLLC.com
Image 8. Visible eddy effect in front of existing bulkhead
Over the last 10 months since 1 have been working with the Kozoloski's on this application, I have
noted a significant amount of erosion which has occurred in front of their bulkhead/property. It is
my professional judgement that the erosion rate in front of 306 E Bay St is higher than the
adjacent neighbors whose bulkheads are aligned with one another and their adjacent neighbors,
as this bulkhead sits landward (-20-ft) significantly more causing an eddy' effect directly infront
of 306 E Bay St. This loop of current (i.e. the eddy effect) causes a hydrologic stress/strain current
effect on the subsurface soils attributing to a significant lose of sediments due to erosion.
I have inspected the existing bulkhead at 306 E Bay St and can state, as a Professional Engineer, I
cannot guarantee that this bulkhead will survive another hurricane season, if not replaced. This is
attributed to the bulkhead's current condition, the amount of erosion I have noted over the last 6
' The swirling of a Fluid and the reverse current created when the fluid is in a turbulent flow regime.
11 of 15
FINAL - For Review Purposes Only
V � 1VED
OCT ^_ 2021
oP SZCTION M1

NiCHOLS
'•:) ENGINEERING, PL
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE: [phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHOLsENGPLLC.com
months, and the hydraulic forces caused by the location of this bulkhead not in alignment with the
adjacent properties.
Image 9. Failure in existing bulkhead at 306 E Bay St.
OCT � POP,
srf�
12 of 15 AZCTION
FINAL - For Review Purposes Only

s
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NicHoL,sENGPLLC.coM
Image 10. View of bulkhead facing east. Note existing bulkhead appear, to be leaning waterward
and unaligned.
%EIVED
.0
OCT 1 N21
13 of 15 �y A�,
FINAL- For Review Purposes Only .%ep SECTION NIHD

TT_� ICHOLS
','' ENGINEERING, Mc m.ww
PPter.
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE:[phone]
NCBELS FIRM LICENSE NUMBER: P-2006
WWW. WHOLSENGPLLC.COM
Image 11. View of bulkhead at 306 E Bay Stand east adjacent neighbor's bulkhead. Note adjacent
neighbor's bulkhead is 16-inches taller and capped with timber framing. Furthermore, note the
evidence of erosion (approx.16-inches) at the base of 306 E Bay St's existing bulkhead.
The proposed project to align a new bulkhead to the adjacent shoreline stabilization measures (i.e.
neighboring bulkheads), will resolve and mitigate the hardships resulting from this unusual
existing feature (i.e. an existing bulkhead 20' landward of neighboring bulkheads).
To mitigate this hardship, we propose constructing a new 4.5-ft vinyl bulkhead, approximately 20-
ft waterward of the existing timber bulkhead and aligned with adjacent shoreline stabilization
measures (i.e. bulkheads) at 302 E Bay St and 310 E Bay St. The proposed bulkhead wall will be
built landward of the estuarine shoreline. The calculated area to be filled in with clean sand is
1320-SF. The new bulkhead will measure 89LF, of which 16.5LF will be constructed on the
adjacent neighbor's riparian corridor. The proposed bulkhead will be stabilized usiq _
HDG rods every 8 feet. Typical residential pier construction methods will be perform d`.'t MVEI)
sheet piles designed for this project will be the ESP 4.1 product in 10-ft lengths installed by
14of15 OCT
FINAL - For Review Purposes Only

" NICHOLS
n J S ENGINEERING,
322 BRETONSHIRE RD.
WILMINGTON, NC 28405
PHONE: [phone]
NCBELS FIRM LICENSE NUMBER: P-2006
www.NICHOLsENGPLLC.com
vibratory hammer to the required depths. The proposed bulkhead wall will align with adjacent
and is needed for continual shore stabilization.
Additionally, this project proposes installing a new timber framed 148'x5' fixed pier with a 16'x16'
gazebo at the end and two new 10,000 lb boat lifts.
The fixed pier will be supported by two 12" (diameter) pressure treated timber piles wrapped in
vinyl and placed every 8-ft o/c to support a walkway with hand rails. Each boatlift will be
supported by four 12" (diameter) pressure treated timber piles placed in a square, offset 12-ft o/c,
to support a boat that will be located adjacent and of the gazebo.
Equipment and construction materials will be stored on site. Back fill material will be clean sand
material that will be delivered by truck and installed from above by hand.
Zachry L. Nichol, Jr., PE
Dated: 9/30/2021
Nichols Engineering PLLC
NCBELS Firm License Number: P-2006
OCT ' ICQi
15 of 15
FINAL - For Review Purposes Only Rl P SECTION MH D

achry L. Nichol, Jr., PE
Dated:11/18/2020
Nichols Engineering PLLC
NCBELS Firm License Number:
The project proponent hereby cert
accurate, and complete to the best
The project proponent hereby
on this CWA 401 certification i
that all information contained herein is true,
knowledge and belief
that the certifying authority review and take action
ithin the applicable reasonable period of time.
11 of 11
FINAL — For Review Purposes Only

ROY COOPER
Covemw
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Peter and Carole Kozloski
5134 Prices Creek Drive.
Southport, North Carolina 28641
Dear Mr. and Mrs. Kozloski:
The Division of Coastal Management hereby acl
development at property located at 306 East Ba,
Brunswick County. It was received complete on
this time. The projected deadline formaking a d
provided by law when such time is necessary to
by the initial deadline stated above, you should
this letter will serve as your notice of an extende
the 75th day.
24, 2020
owledges receipt of your application for State approval for
adjacent to the Cape Fear River, within the Town of Southport, in
ovember 19, 2020 and appears to be adequate for processing at
:ision is February 2,.2021 An additional 75-day review period is
lmplete the review. if you have not been notified of a final action
nsiderthe review period extended. Under those circumstances,
review. However, an additional letter will be provided on or about
If this agency does not render a permit decision ithin70 days from November 19, 2020 you may request a meeting
with the Director of the Division of Coastal Mara ement 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 designerlconsultan
NCGS 113A-119(b) requires that Notice of an at
Enclosed you will find a 'Notice of Permit Filing°
development You should post this notice at a c
a public road. Some examples wouid,be: Nailing
way fronting your property; or at a point along
property. Failure to post this notice could result
An onsite inspection will be made, and If additio
State or federal agency. Please contact me if 1
a copy of my field report and/orcommbnts from
Sincerely,
Tara MacPherson
District Manager
Enclosure
cc: Curt Weychert, DCM
Wayne Strickland, LPO
lication be posted at the location of the proposed development.
3stbani which must be, posted at the property of your proposed
ispicuous point along your property when; it can be observed from
he notice card to a telephone pole or tree along the road right -of -
road right-of-way where a private road would lead one info your
an incomplete application.
Information is required, you will be contacted by the appropriate
have any questions and notify, me in writing if you wish to receive
USACE Robb Mairs, DWR
IClmberly Harding, DMF
nn®tei QUa1ty I DWWonofCoastalManage=M
m xtension I Wilmington. North Carolina 28405
910.796.7249

CAMA :PERMIT
LIE
COMMENTS ACCEPTED THROUGH Deceinber 19, 2020
APPLICANT:
Peter & Carole Kozloskl
—51334 PrIces' Creels Drive
Southport, IIC Z804-
[phone]
Agent: Na
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Dim of Coastal Management
127 Cardinal Dn 6a-*--
WIImSngtan, NC 98405
�-�.� nn�..otierson' ia1n; 796 7966

0
NORTH CAROLINA
Ftivironmenial Quahn-
November 24, 2020
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice in Brunswick
• Rodney Clark
• Peter and Carole Kozloski
ROY COOPER
Governor
MICHAEL S. REGAN
sa eioy
BRAXTON DAVIS
Direnor Division ofCoannl Mmagemem
Hello Angie: Please publish the attached Notice � the Saturday, November 28, 2020 issue.
The State Office of Budget & Management
newspaper advertising.
Please send the original affidavit and in
Management, 127 Cardinal Drive Extension,
attention of Jarimy Springer.
an original Affidavit of Publication prior to payment for
for payment to Tanya Pietila at the NC Division of Coastal
ington, NC 28405, 910-796-7226. Paying by credit card to the
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this
Wilmington office.
cc:
MHC — Curt Weychert
WIRO File
USACE
If you should have any questions, please contact me at our
Pi Is
Support & Customer Assistance
Stale of North Carolina I Envir enlal Quality I Coastal Management
127 Cardinal Drive Ext.,W gtoo, NC 28405 919 796 7215

APPLICA
The Department of Environmental
119(b) that the following application was subs
Concern as designated under the CAMA: 01
install 74 linear feet of bulkhead with ripraj
306 E Bay St., adjacent to the Cape Fear Rit
2020, Rodney Clark proposed to expand a,
Lockwood Court SE., adjacent totheLockx
the application can be examined or copied a
(Clark), N.C. Dept. of Environmental Quality
Wilmington, NC 28405, 910-796-7266; Tara
Commentsmailedto Braxton C.
Avenue, Morehead City, NC 28557-3421, pri
permit decision. Later comments will,be acceF
modification may occur based on review and c
of the permit decision in these matters will be
OF FILING OF
FOR CAMA MAJOR
PERMIT
hereby gives public notice as required by NCGS 113A-
for a development permit in an Area of Environmental
November 24, 2020, Peter-& Carole Kozloski proposed to
& construct a new two (2) slip private -docking facility at
in Southport, Brunswick County; and on November 20,
docking facility to a total of three (3) slips at 615
Folly River in Bolivia, Brunswick County. A copy of
the office of Tara MacPherson (Kozloski) or Ben Brink
Division of Coastal Management, 127 Cardinal Drive Ext.,
910-796.7425, Ben during normal business hours.
Director, Division of Coastal Management, 400 Commerce
to December 19, 2020, will be considered in making the
and considered up to the time of permit decision. Project
by the public and state and federal agencies. Notice
upon written request.

USPS Tracking'
Track,
Tracking Number: 7020181000011
Your item was delivered to an individual at
SOUTHPORT, NC 28461.
G Delivered
October 19, 2020 at 12:13 pm
Delivered, Left with Individual
SOUTHPORT. NC 28461
Get Updates v
Text & Email Updates
Tracking History
October 19, 2020, 12:13 pm
Delivered, Left with Individual
SOUTHPORT, NC 28461
Your item was delivered to an individual at the
28461.
October 19, 2020, 10:19 am
Out for Delivery
SOUTHPORT, NC 28461
October 19, 2020,10:08 am
Arrived at Unit
SOUTHPORT, NC 28461
FAQs >
Package
Remove X
address at 12:13 pm on October 19, 2020 in
at 12:13 pm on October 19, 2020 in SOUTHPORT, NC
DCM
RECEiV-D
NOV 012020
u
n

CERTIFIED MAIL i RETURN RECEIPT REQUESTED
DIVISION Ol� COASTAL MANAGEMENT
ADJACENT RIPARIAN PROP RTY OWNER NOTIFICATIONIWAIVER FORM
Name of Property O%A
Address of Property:
Agent's Name #: N/A
Mailina Address: 5134 Prices Creek Dr.. Southport. NC 28461
Agent's phone #_ NA
I hereby certify that I own property adjacent to the above referenced property. The individual
appiying for this permit has described to me as shown on the attached drawing the deveiopmem
they are proposing. A description and drawing, with dimensions is attached with this letter.
V I have no objections to this proposal I have objections to this proposal
Ifyou have objections to what is being proposed, you must notify the Division of Coastal Management (DCM)
in writing within 30 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext..
Wilmington, NC, 284053845. DCM representatives can also be contacted at [phone]. No response is
considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
i understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set
back a minimum distance of 15' from my area of riparian access unless waived by me. (If you
wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 1 ' setback requirement.
V/ i do not wish to waive:he 15' setback requirement.
(Property Owner Information) (Adjacent Property Owner Information)
Signature Sig ure
Cu �o � ►ti1. l� uosl� �z2v��,�tti ���
Print or Type Name Print or pe Name
S I3Y Pi rCrs C� c� D�
Mailinq Address
City/state, p
207. `fag- G967
Telephone Number
Ic- q• to
Medina Address
NG 7 935r::�,
City/StatelZi
Lg/0 I (i A �?y
716/ephone Number
Dote
D /Z1/Zo OCT3a
Revised W62017

?IV!SION 0� COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIOWWAIVER FORM
Name of Property Owner.
Address of Prooertv:
Agent's Name#: N/A OCT 2 8 2020
Mailing Address: 5134 Prices Creek Dr.. Southport. NC 28461
Agent's phone #: NA DCM WILMINGTON, NC
I hereby certify that I own property adjacent to the above referenced property. The individual
appivina for this Dermit has aescribea to me as snown on the atiacneq the
they are proposing. A description and drawing with dimensions is attached with this letter.
i have no objections to this proposal. I have objections to this proposal.
If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM)
in writing within 30 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext.
Wilmington, NC. 28405-3845. DCM representatives can also be contacted at [phone]. No response is
considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
i understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set
back a minimum distance of 15from my area of riparian access unless waived by me. (If you
wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 1setback requirement.
V i oo not wish to waive the 15' setback requirement.
(Property Ownertnformation) (Adjacent
w0r3�i
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loll - 1-0Zd OCT 3 0 L020
Revised d12W017

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From: Carpie Ko to ki
To: 7achry Nichols. Ir., PE
Subject Re: Pre -Wing Time Clock has be
Date: Thursday, November 12, 2020 1
Thanks
Carole
207-409-6907 (cell)
On Nov 12, 2020, at 10:30 AM,
<[e-mail]> wn
No action required on your pay.
weeks back.
Zack
Zachry L. Nichols, Jr., PE
Nichols Engineering PLLC
Phone: [phone]
NC PE License #: 045493
NCBELS Firm License Nun
http://nicholsengpllc.com/
NICHOLS ENGINEERING
our profile.
From: Carole Kozloski <caro1 6
Sent: Thursday, November 12,
To: Zachry Nichols, Jr., PE <zac
Subject: Fwd: Pre -Filing Time
20201455 Ver 1
I received this email, do I need
Carole
207-409-6907
Begin forwarded message:
From: laserfiche@ncdenr.
Date: November 12, 2020
To: carolekozloski(a.email
i readied for 306 E. Bay SC Southport, NC - 20201455 Ver 1
46:30 AM
Nichols, Jr., PE
a formality Tara asked me to fill out a few
would love your feedback. Post a review to
10:28:19 AM
holsengpllc.com>
ias been reached for 306 E. Bay St. Southport, NC -
do anything with it?
RECEIVED
12:01:04 AM EST NOV 19 2020
DCM WILMINGTON, NO

Cc: robb.mairs@ncd
Subject: Pre -Filing
St. Southport, NC -
Clock has been reached for 306 E. Bay
1455 Ver 1
The North Carolina Division Water Resources has received the Pre -Filing
Meeting Request Form for 3116 E. Bay St. Southport, NC that you submitted
on 10112/2020. The ID num r for that project is 20201455, Version 1.
Your Pre -Filing Meeting
30 calendar days' requ
When you submit your
document in this email.
This email was automatic
not respond to this email
:t has now reached the
and your application can now be accepted.
please upload a copy of the attached
gated by Laserfiche workflow. Please do
as responses are not monitored-
NOV 19, i
cc;1.^.: .....:

Tara
From:
Mairs, Robb L
sent:
Thursday, Noven
To:
MacPherson, Tar
Subject:
RE: [External] RE:
Hey Tara,
This application has been on -hold to satisfy the 30
proposal. However, I have pulled the site up on gc
based on the impacts, this proposal will require w3
demonstrating the purpose and need to impact th
anticipate comments from the DMF and WRC adds
-Thanks,
Robb Mairs
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental
910 796.7303 office
permits
127 Cardinal Drive Extension
Wilmington. NC 28405
Email correspondence to and from this address is
North Carolina Public Records Law and may di
From: MacPherson, Tara
Sent: Thursday, November 19, 2020 4:36 PM
To: Mairs; Robb L<[e-mail]>
Subject: FW: [External] RE; 306 East Bay Street
Hi Robbie,
19, 2020 524 PM
East Bay Street
3y pre -filing meeting request, so I have not seen the
;le earth, and reviewed the narrative in the pre -filing request, and
:en approval from the DWR. At this point, I don't see how they are
amount of open water for shoreline stabilization, and I do
,sine this as well.
to the
to third parties.
This is a huge fill proposal for public trust waters an estuarine waters, they will not reduce the proposal. Regardless,
they sent me the attached document for pre -filing. Do you know where DWR"is with this one?
Thanks,
Tara

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Peter and Carole Kozloski
Mailing Address: 5134 PRICES CREEK DR
SOUTHPORT, NC 28641
Phone Number: 207-409-6907
Email Address:
[e-mail]
I certify that I have authorized NICHOLS ENGINEERING PLLC
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: BULKHEAD/SEAWALL MAJOR
CAMA PERMIT ACQUISITION
at my property located at 306 E. BAY ST., SOUTHPORT, NC
in BRUNSWICK County.
/ furthermore certify that 1 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 Information:
crs.��l
Carole M.Ko sk!(Mar26,202112:12EDT)
Signature
CAROLE KOZLOSKI
Print or Type Name
HOMEOWNER
Title
03 126 12021
Date
This certification is valid through 03 126 /2022

306 E Bay - Agent Authorization
Final Audit Report 2021-03-26
Created: 2021-03-26 -.
By:- F Zachry. Nichols ([e-mail]), '
Status: Signed
Transaction ID;.,CBJCH8CAA8AAoIg51J2a1yDnCLMV_GpChoDkBsVvzkEX - - '
"306 E Bay - Agent Authorization" History
L� Document created by Zachry Nichols ([e-mail])
2021-03-26 - 1:55:24 PM GMT- IP address: 173.93.75.94
Erb Document emailed to Carole M. Kozloski ([e-mail]) for signature
2021-03-26 - 1:55:48 PM GMT
L�J Email viewed by Carole M. Kozloski ([e-mail])
2021-03-26 - 4:11:34 PM GMT- IP address: 174.253.166.223
G3o Document e-signed by Carole M. Kozloski ([e-mail])
Signature Date: 2021-03-26-4:12:23 PM GMT -Time Source: server- IP address: 174.253.166.223
® Agreement completed.
2021-03-26 - 4:12:23 PM GMT
a Adobe Sign

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: James & Jane O'Neal
Mailing Address:
310 E. Bay St, Southport, NC 28461
Phone Number: 336-817-8536
Email Address: [e-mail]
I certify that I have authorized Zachry Nichols, Jr., PE/ Nichols Engineering PLLC
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
replace adjacent bulkhead (306 E. Bay St.) and join/repair our bulkhead (310 E. Bay St).
at my property located at
310 E. Bay St, Southport, NC
,
in Brunswick 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 Information:
Signature
James ONeal
Print or Type Name
Homeowner
Title
Oct 22, 2021
Date
10 22 2022
This certification is valid through
RECEIVED
OCT 2 5 2021
MP SECTION IN HD

O'Neals_Agent_Authorization
Final Audit Report
2021-10-22
Created:
2021-10-22
By:
Zachry Nichols ([e-mail])
Status:
Signed
Transaction to:
CBJCHBCAABAAB4EGBnOvZOmBsYy-xpzl T7eaOPSBUlv8
"O'Neals_Agent_Authorization" History
t Document created by Zachry Nichols ([e-mail])
2021-10-22 - 5:43:33 PM GMT- IP address: 173.93.85.130
12+ Document emailed to James ONeal [e-mail]) for signature
2021-10-22 - 5:44:47 PM GMT
Email viewed by James ONeal [e-mail])
2021-10-22 - 5:50:00 PM GMT- IP address: 66.249.88.148
&o Document e-signed by James ONeal [e-mail])
Signature Date: 2021-10-22-5:53:50 PM GMT - Time Source: server- IP address: 75.191.194.13
O Agreement completed.
2021-10-22 - 5:53:50 PM GMT
RECEIVED
OCT 2 5 2021
MP SECTION MfHD
0 Adobe Sign

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Property Owner: Peter P. and Carole M. Kozloski
Address of Property: 3QR F: Ray St Southport NQ 98461
Agent's Name #: N/A
Mailing Address: 5134 Prices Creek Dr., Southport, NC 28461
Agent's phone M NA
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are A prop 'ng. descnotion and drawmg with dimensions is attached with this letter,
✓ I have no objections to this proposal. I have objections to this proposal.
If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCIIV
in wilting within30 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext.,
Wilmington, NC, 28406-3845, DCM representatives can also be contacted at [phone]. No response is
WAIVER SECTION
I understand that a.pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set
back a minimum distance of 15' from my area of riparian access unless waived by me. (If you
wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 16 setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner
Signature
print or Type Name
Mailing Address
. City/StateMp
FRIENED
Telephone Number
OCT 4 2021
PAP SECTION MHD
acent
or TvDe Name
Mailing Address
S©v�-IPa�T , N� `f�/
City/StateMp
ka-
Telephone Number
9( zo
Date
Revised 6/262017

E
NORTH CAROLINA
Environmental 0,,.:
November 24, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt.wevchert(o_NCDEN R.aov
SUBJECT: CA MA /Dredge & Fill
Applicant: Peter and Carole Kozloski
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretory
BRAXTON DAVIS
Director, Divurm ofCoasml
Management
Project Location: 306 East Bay St., adjacent to the Cape Fear River in Southport, Brunswick County
Proposed Project: Proposal to install a new 74 linear ft. bulkhead 20 ft. waterward of NHW, install rip rap
an additional 13 ft. waterward of NHW and construct a new private 2-slip docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by December 19, 2020. If you have any
questions regarding the proposed project, contact Tara MacPherson 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.
PRINT NAM
AGENCY
SIGNATURE
DATE
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.
State ofNonh Carolina I Envimnmental Quality I Coastal Management
127 Cardinal Drive Est., Wdiningion, NC 29405 919 7%7215

NC Division of Coastal Management
Major PermitApplicationCom—puutter Sheet
—
Applicant: �0tjj i X/ r A, I m Il n---V
l
Project
AEC: 6% Gf,� �7jj w�►`
Fee: $ � # (e till
CDAITS _ MHC cc
Project Name: IU)'�-LnC ,, A Rover File: n/a Riversi Ban:
Initial date of application submittal: 11
u�
r
Date application "received as complete" in the Field offke:
SITE DESCRIPTION/PERMIT INFORMATION
ORW: ❑Yes No PNA: ❑Yes
Photo
Taken: Yes ❑ No
Setback Required (riparian): ❑Yes ANo
Critical Habitat. ❑Yes ❑No LXQpt Sure
15 too
waiver obtained: ❑Yes Ljqo
Hazard ,�N99tification Returned:
Xo
SAV: ❑Yes
❑Yes
o ❑Not Sure
Shell Bottom:
❑Yes ❑No Not
Temporary Impacts: Yes ❑No
Sure
Sandbags: [-]Yes o ❑ Not Sure
Did the
land use classification come
Mitigafl n equired (optional).
from c
unty LUP: ❑Yes �No
❑Yes Mo
Moratorium Conditions:
Enviro
i inphial Assessment Done:
Length of Shoreline:
❑Yes ❑No ❑NA -
❑YesOlo
❑NA
t'" �� FT.
Shellfish Area D ion:
Projec
Description. (code)
Development Area: (code)
Open -or(
or Closed I
I
D Q IVNA -
SECONDARY WATER CLASSIFICATION — OPTIONAI] (choose MAX of 4)
❑ Future Water Supply (FWS)
❑ Nutner
tt Sensitive Waters (NSW)
❑ Swamp Waters (SW) -�
f ❑ High Quality Waters (HOW)
❑ Outsta
ding Resource Waters (ORW)
vYt I LANUS IMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) S
lavender (Limonium sp.)
❑ (SS) Glasswort (Salicornia sp.)
wetlands)
i
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) SE
It marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemiflora
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) B
or three square (Scirpus
❑ (TY) Cattail ha s
(TYP P )
spicata)
sp_)
Illrush
❑ (JR) Black needlerush (Juncus
❑ (SP) S
If/meadow grass (Spartina
roemerianus)i,
patens)
APPLICATION FEE
❑ No fee required - $0.00 ❑ INA) P I
vate w/ D&F up to 1 acre; 3490k,,4144
) Prw public or comm w/ D&F to
can be ap
lied - $250
can't be applied - S400
❑ Minor Modification to a CAMA Major
f
❑l
to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $
5d0ification
more than 1 acre - $475
❑ Permit Transfer $$100
❑ III(B) P
blic or commercial w/ D&F to 1
❑ Express Permit - $2000
acre, 4144
can be applied - $400
❑ Major development extension request -
❑ Il. Pub li
or commercial/no dredge
i—�i
$100
and/or fill-
00
❑ I. Private no dredge and/or -fill $250
❑ III(C) P
v. public or comm w /D&F to-1--
acre; 4144
can be applied, DCM needs
DWQ afire
ment - $400

Applicant
Datei 4�1
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 1
Dimension 2
Dimension 3
Dimension 4
One
One
New Work
Replace
' 1
Maint ❑
❑ Y 9
New Wo
Maint ❑
Replace
❑ YJZN
I
�.—.
New Wo
Maint ❑
Replace,'
Y .-Y
Q
I
New Work
Replace
it
Maint ❑
Y ❑ N
New WoReplace
t
Maint El
El [$L
u'
— 1
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work El
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint El❑
Y ❑ 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.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
anticipated
Excludes any
restoration
total includes
any anticipated
Excludes any
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount
tempimpacts)
amount)
Dredge ❑ Fill Both [:I Other ❑
p(,`L1 ya
ar L+ y
Dredge ElFill ElBoth [IOther
1 yy
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
919-733.2293:: 1.88"RCOAST:: www.nccoastalmanagement.net - revised: 02.26,18

Date
Date
Check From
Name of
Vendor
Check Check
Permit
Rct. k
Received
Deposited
Permit Holder
Number amount
Number/Comments
11/19/2020
11/19/2020
Carole and Peter
same
Machias
600
$400.00
1 Major Fee, 306 E Bay St, Southport
Tmac rct.
Kozlowski
Savings
BrCo Split60/40
11614
Bank

Major Permit Fee Schedule
60�� k ( 5CO-V pf) v }
Project Name:
County
K a-S U 4:
Check No & Amount:
C) (ocn_-) % 4 4U0
Development Type
Fee
DCM %
DWQ %
4300160143510009316256253)
(2430016024351000952341)
I Private. non-commercial development
that does not involve the fillip or
$250
100% ($250)
0% ($0)
excavation of any wetlands or
open water areas.
11. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0"% (SO)
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
S75C
100% ($250)
0°4� SC:
Certification No. 4175 can be applied.
III(B) Public or commercial development.
if General Water Quality Certification
100% ($400)
0`i6 (S0;
No. 4175 can be applied.
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
S400
60% (S240)
40"%> ?S160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Wat r u lit
$400
60% ($240)
40% ($160)
Certification No 4175 can b appli :
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60% ($285)
40°6 (S190)
of wetlands and/or open water areas.

DCM Coordinator: Curt Weychert
WIR
Circle on •Bio Re /Permit for:
Oversize Plans sent:
County: �'' )Z
Permit #: I ►(/ P
'O7i�Q Aril
DCM Offices:
Morehead City: PT (if oversize) via Courie NW
*cc Curt & Amanda on group email w/ bio.ni irr.app.drawings, deed, comment sheet
*MHC documents (Curt & Amanda)
Wilmington: Original hard -copy vhard-copy
ONLY USACE & DWR (wro): Recommendations, i IN, Letter w/Site Card, Fee Chart and Agent Authorization
USACE Wilmington: arteret Cc): PN, CL, Reports, Split Sheet _
use both ingtonNCREGi Dusace.army.mil (NH/BR): PN, CL, Reports, Split Sheet _
g Currey (NH/B : PN, CL, Reports, Split Sheet _
Div of Water Resources: obb Mairs - 401 ( /NH): PN, CL, Reports, Split Sheet _
��f11 PN/ON): PN, CL, Reports, Split Sheet_
Div of Water Resources: heri Montalvo for A aren Higgins: PN, CL, Reports, Split Sheet
Marine Fisheries: it in +Harding_
DCM PlannertWiRO: ike Christenbury
Cultural Resources:
Natural Heritage Prog.
DCA-Rural Eco. Dev:
NC DOT:
Wildlife Resources:
State Property Office:
Shellfish Sanitation:
DEMLR:
Public Water Supply:
City of Wilmington:
Enforcement:
_Co. LPO
Agent:
DISTRIBUTED: it
Rodney Butler_
%,I(�ark Ziegler _
David Harris _
✓ Maria Dunn w/Repo
�Ltrh Walton: DEED;
"fie Moser_
�,Waryia Hilliard, Rea,
JJece/my Humphrey
haron Gupton, Adr
"CXistine Hall - Stor[
an Sams - Land Q
eidi Cox _
Field Rep:
Environmental Review(cilncdenr oov
Property Agent (Bio Reports only) _
�r Section
Section
Updated 09/04/20 1 CAMA/Shaun majors docs/e Agency List

DocuSign Envelope ID:
190 M!-1
APPLICATION for
Major nevelopment Po mlt
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
Business Name
Na
Project Name (if applicable)
NA
Applicant I* First Name
PETER
MI
P
Last Name
KOZLOSKI
Applicant 2: First Name
CAROLE
MI
M
Last Name
KOZLOSKI
If additional applicants, please attach an additional page(s)
with names listed.
Mailing Address
5134 PRICES CREEK DR
PO Box
City
Southport
State
NC
ZIP
26641
Country
USA
Phone No.
207-Q9-6907 a*
FAX No.
Street Address(ddMerent firm above)
City
State
ZIP
Email
[e-mail]
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phi
ne No. 1 e N
- ext. .,a.
FAX No.
Co
tractor#
4
Street Address (if dllerant from above)
City
State
ZIP
Email
P
<Form continues on back> A "
NOV 0 9 2M
232-808.280a .. 1-SSS-4110 i OAST I w w N. ncco a st a lm an a gem an t.net

DocuSign Envelope ID: 7E3001
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
County (can be multiple) Street Atldress
State Rd. #
BRUNSWICK 306 EAST BAY
T,
Subdivision Name
city
State zip
NA
SOUTHPORT
NC 28461-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - exit.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
CAPE FEAR
CAPE FEAR RIVER
c. Is the water body identified in (b) above, natural or manr
iade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
AIWW/CAPE FEAR RIVER
e. Is proposed work within city limits or planning jurisdictio
?
I. If applicable, list the planning jurisdiction or city lima the proposed
®Yes ❑No
work falls within.
SOUTHPORT
a. Total length of shoreline on the tract (8.)
b. Size of entire tract (sq.ft)
+-69
7841
C. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
MAIL (normal water level)
(If many lot sizes, please attach additional page with a li)
5 FT ❑NHW or ®NWL
e. Vegetation on tract
GRASS
f. Man-made features and uses now on tract
SINGLE FAMILY HOME
g. Identify and describe the existing land uses da lacent to
is proposed project site.
RESIDENTIAL
)
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
TBD
(Attach zoning compliance certificate, it applicable)
®Yes ❑No ❑NA
I. Is the proposed activity part of an urban waterfront redev
flopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been dor
a 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
istoric District or does it involve a ❑Yes ❑No NNA
National Register listed or eligible property?
i
<Fotm ontinues on next page>
NOV 00 °G0
252.805-2808 :: 1-888.411COAST w•ww.nccoastalmanagemant.nat

DocuSign Envelope ID: 7E300155-23984280-98F3-3286A4EE135
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
❑Yes
NNo
(i) Are there coastal wetlands on the site?
[]Yes
NNo
(iii) If yes to either (i) or (ii) above, has a delineation be
n conducted?
NYes
❑No
(Afrach documentation, Ir available)
n. Describe existing wastewater treatment facilities.
COUNTY WATER AND WASTEWATER
o. Describe existing drinking water supply source.
BRUNSWICK COUNTY
".
p. Descrbe existing storm water management or treatmen
systems.
NI
SURFACE RUNOFF
a. Will the project be for commercial, public,
Give a brief description of purpose, use, and daily
BULKHEAD, FIXED PIER, AND TWO BOAT
c. Descnbe the proposed construction meths
of equipment and where it is to be stored.
d.
e.
TYPICAL RESIDENTIAL PIER AND BULKHEAD
PILES TO BE INSTALLED BY DRIVING AND VIE
development activities you propose.
NPrivate/Community
of the project when complete.
FOR SINGLE FAMILY USE AND RECREATIONAL ACTIVITY.
construction equipment to be used during construction, the number of each type
1CTION METHODS. PROPOSED PILES AND VINYL SHEET
HAMMER AS REQUIRED. EQUIPMENT STORED ON -SITE.
e proposed project to align a new bulkhead to the 4djacent shoreline stabilization measures (i.e. neighboring bulkheads), will
resolve and mitigate the hardships resulting from t is unusual existing feature (i.e. an existing bulkhead 20' landward of
neighboring bulkheads).
mitigate this hardship, we propose constructing a
timber bulkhead and aligned with adjacent shorelil
St. The proposed bulkhead wall will be built landw
sand is 1321-SF. The new bulkhead will measure
every 8 feet. Typical residential pier construction r
will be the ESP 4.1 product in 10-ft lengths installe
will align with adjacent shoreline stabilization me&
the proposed bulkhead retaining wall, an additions
dprap revetment to dissipate wave action. The ripr
extending 13-ft waterward from the proposed retai
estimated the MHW line will not change elevation
ditionally, this project proposes installing a new
new 10,000lb boat lifts.
M 4.5-ft vinyl bulkhead, approximately 20-ft waterward of the existing
stabilization measures (i.e. bulkheads) at 302 E Bay St and 310 a Bay
d of the estuarine shoreline. The calculated area to be filled in with clean
1F. The proposed bulkhead will be stabilized using 1" x 8-ft HDG rods
thods will be performed. The vinyl sheet piles designed for this project
by vibratory hammer to the required depths. The proposed bulkhead wall
res, will have no wingwalls and will be structurally independent. Infront of
neasure of shoreline stabilization is proposed which includes stone
i will be made of properly sized granite stone placed at a 3:1 slope
ig wall. The calculated area to be filled with riprap is 962-SF It is
on completion of this project.
framed 140'x5' fixed pier with a 16'x16' gazebo at the and and two
e fired pier will be , supported by two 12" (diamete pressure treated timber piles wrapped in vinyl and placed every 8-ft o/c
to support a walkway with hand rails. Each boatiift ivill be supported by four 12' (diameter) pressure treated timber piles
placed in a square, offset 12-ft o/c, to support a bo t that will be located adjacent and of the gazebo.
iment and construction materials will be stored
truck and installed from above by hand.
e the proposed activities maintenance of an existing
site. Back fill material will be dean sand material that will be delivered
rajw work, or troth? BOTH
252.803.2808 :: 1.888.4RC AST :: www.nccoastalmanagamen_t.net

DocuSign Envelope ID:
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
f. What is the approximate total disturbed land area resulti
ig from the proposed project? 1480 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easen
ant, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed dis
arges to waters of the state.
NONE.
i. Will wastewater or stormwater be discharged into a wall
nd? ❑Yes i1�No
If yes, will this discharged water be of the same salinity
is the receiving water? ❑Yes ®No ❑NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Foqm
continues on back>
6- Additional k9ormadon
-
In addition to this completed application form, (MP-1) the fd/owing
-,.
items below, if applicable, must be submitted in order for the application
-"
te. Items a -
(j (t) are alway 7
Ymajor de -T cation Please consult the application
.�
` ow to properly prepa2
„"--
a. A project narrative. —-- ---
-- _ _---
b. An accurate, dated work plat (including plan view and of
ss-sectional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already complete? If p
eviously authorized work, Beady indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guid
agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other
nstrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order
rade payable to DENR.
f. A list of the names and complete addresses of the adja
nt waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and pla
which to submit comments on the proposed project tot
by cartified mail. Such landowners must be advised that they have 30 days in
Division of Coastal Management.
Name Deanna Benjamin Goetz
Phone No.
Address 302 East Bay St., Southport, NC 28461
g. A list of previous state or federal permits issued for wor§
on the project tract. Include permit numbers, permittee, and issuing dates.
NA
h. Signed consultant or agent authorization forth, if applies
le.
i. Wettand delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront a
d inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental
olicy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lantls, attach a statemen
documenting compliance with the North Carolina Environmental Policy Act.
7 eG n�cation and Permission to Enter on Land `` -' -''
NOV 0 9 2020
252.808.2808 .. 1.888-4R C OAST .. www. n cc o as t a l m an a gem ant. n at

DocuSign Envelope ID: 7E300155-23984280-98F3-3285A4EE1
Form DCM MP-1 (Page 5 of 5)
I understand that any permit issued in response to
The project will be subject to the conditions and res
I certify that I am authorized to grant, and do in fad
enter on the aforementioned lands in connection I
monitoring of the project.
I further Ce�) �/ M information provided in this
Date I /L Print IN
Please indicate application attachments pertaining t
®DCM MP-2 Excavation and Fill Information
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
application will allow only the development described in the application.
ions contained in the permit.
nt permission to representatives of state and federal review agencies to
evaluating information related to this permit application and follow-up
to the best of my knowledge.
your proposed project.
❑DCM MP-5 Bridges and Culverts
I%L V E)'Jri..D
Nov 0.0 : j20
252.808.2808 :: 1.888.4R
AST .. www.ncconstalmanagemen.t.net

DocuSign Envelope ID: 7E300155-23984280-98F3-32B6A4EE1350
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Penrnt, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please in ude all supplemental information.
Describe below the purpose of proposed excavation and/ r fill activities. All values should be given in feet.
Channel I Canal
(NLW or
Length
Width
Avg. Et
Depth
Final P
Depth
a. Amount of material to be excavated from below NHW or
cubic yards.
0
Basin I Boat Ramp I Rock Groin
in b. Type of material to
C. (i) Does the area to be excavated include coastal wetlands/n iarsh
(CW), submerged aquatic vegetation (SAV), shell bottom SB),
or other wetlands (WL)? If any boxes are checked, provic 9 the
number of square feet affected.
❑cW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of the excavation in these areas:
NA
a. Location of disposal area.
NA
C. (I) Do you claim title to disposal area?
❑Yes ❑No ®NA
(it) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wellandsrmai
(CW), submerged aquatic vegetation (SAV), shell bottom
or other wetlands (WL)? If any boxes are checked, prove
number of square feet affected.
❑CW _ ❑SAV ❑SB
OWL _ ®None
(ii) Describe the purpose of disposal in these areas:
?W
Rock I (excluding
Breakwater I shoreline
d. High -ground excavation in cubic yards.
NA
b. Dimensions of disposal area.
NA
d. () Will a disposal area be available for future maintenance?
❑Yes ❑No ®NA
(it) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(it) If yes, how much water area is affected?
RECEIVED
NOV 14 7'e
w.r.✓
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaI4anaoemen1Mt - revised: 12126/06

DocuSign Envelope 10: 7E300155-23984280-98F3-32B13A4EE135D
Form DCM MP-2 (Excavation and Fiji, Page of 3)
wood groin use MP-4 — Sfructus)
,
a. Type of shoreline stabAzauon.
®Bulkhead ERiprap ❑Breakwater/Sill []Other
_
b.
Length: 74'
Width: 13'
c. Average distance waterward of NHW or NWL:
T7.5' Avg for Bulkhead, 73' for Riprap.
d.
Maximum distance waterward of NHW or NWL: Proposed 33'
from existing NHW line (20' to proposed bulkhead from existing,
13' from proposed bulkhead to toe of proposed riprap).
e. Type of stabilization material:
f.
() Has there been shoreline erosion during preceding 12
VINYL and STONE RIPRAP @ 3:1 slope.
months?
®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
Information.
Erosion due to un-aligned bulkhead to adjacent bulkheads,
weather events and wake traffice from boats.
g. Number of square feet of fill to be placed below water level.
h.
Type of fill material.
Bulkhead backfill 1321 Riprap 262
SANDY TYPE MATERIAL, TYPICAL SANDY SACKFILL
Breakwater/Sill_ Other_
i. Source of fill material.
BYWAY OF HIGHWAY (WILL PURCHACE CLEAN SAND1
MATERIAL AND GRANITE ROCK).
TYPE
❑NA
b.
(i) Will fill material be placed in coastal wetlands/marsh (CW),
a. (i) Will fill material be brought to the site? ❑Yes ❑No
If yes,
submerged aquatic vegetation (SAW shell bottom (SB), or
(ii) Amount of material to be placed in the water _
fill area _
(iv) Purpose
(iv) Purpose of fill
fill
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:
a. How will excavated or fill material be kept on site and erosio
controlled?
b.
What type of construction equipment will be used (e.g., dmgline,
backhoe, or hydraulic dredge)?
WILL BE BROUGHT IN PRIOR TO BULKHEAD CONTRUC
WILL SEED AND SOD AFTER BACKFILL.
1ON.
BOBCAT TO MOVE AROUND SAND. TYPICAL VIBRATORY
EQUIPMENT TO CONSTRUCTU BULKHEAD AND PIER.
G. (I) Wa navigational aids be required as a result of the proje
❑Yes ❑No ENA
v
d.
(i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ENo ❑NA
(ii) if yes, explain what type and how they will be implement
J.
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
P
Name 306 E. Bay St.,
Southport, NC
252-808-2808 :: 1.888-411COAST ::
revised: 12/26/06

DowSgn Envelope ID: 7E300155-23984280-98F3-32MA4EE135D
Form DCM MP-2 (Excavation and Fill, Page of 3)
Carole Kozloski
Applicant
RECEIVED
NOV 19 2020
DCM VViLLNN!GTCi , NO
252-808-2808 :: 1.888-4RCOAST :: w .nccoastalma4anement.net revised: 12/26/06

DocuSign Envelope ID: 7E300155.23984280-98F3-32B6A4EE135D
Form DCM MP-4
STRUCTURES
(Construction within Public Trust A►eas)
Attach this form to Joint Application for CAMA Major Pi
Application that relate to this proposed project. Please
Form DCM MP-1. Be sure to complete all other sections o1"the Joint
is all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Govemment
c. (i) Dock(s) and/or pier(s)
(ii) Number
1
(ill) Length
140
(iv) Width
5
(v) Floating
❑Yes ®No
e. (1) Are Platforms included? ®Yes ❑No
If yes:
(ti) Number 1
(ill) Length 16'
(iv) Width 16'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from ddpline
g. (!)Number of slips proposed
2
(ii) Number of slips existing
0
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water, dredging for basin andlor channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 29
M. () Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
0
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i)Are Finger Piers included? ❑Yes ®No
If yes:
(it) Number
(ill) Length
(iv) Width _
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 2
(ill) Length 12'
(iv) Width 12'
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slipsl only, number of slips:
❑ Dry storage; number of boats: _
❑ Boat ramp(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).
personal water craft type boat, single outboard motor,
Private use
I. (i) Will the facility be open to the general public?
[]Yes ®No
>au
Novo 9 ?020
252.808.2808 :: 1-888-4RCOAST :: www.nccoastalnlanaoernenf.net revised: 12/27/06

DocuSign Envelope 10: 7E300155-23984280-98F3.32SWEE135D
Form DCM MP-4 (structures, Page 2 of 5)
a. Check each of the following sanitary facilities that will be
❑ Office Toilets
❑ Toilets for patrons; Number _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
in the proposed project.
OThis section not applicable
b. Describe treatment type and disposal location for all sanitai
I wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats he conrolled?
e. (i) Give the location and number of 'No Sewage Discharge
signs proposed.
(i) Give the location and number of'Pumpout Available' sic
ns proposed.
f. Describe the special design, if applicable, for containing Ind
istrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed
h. Give the number of channel markers and 'No Wake" signs
i. Give the location of fuel -handling facilities, and describe the
roposed. _
safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard
dockage?
k. Describe design measures that promote twat basin
L If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or
❑Yes ❑No
252.808-2808 :: 1-888-4RCOAST ::
dary nursery area?
Nov 09 NZO
lement.net QCANI WIL AINQ3 ` ! `t 27i

Docusign Envelope ID: 7E300155-23984280-98F3-3206A4EE131
Form DCM MP-4 (structures, Page 3 of S)
n. Is the manna/docking facility proposed within or adjacent tit any shellfish harvesting area?
❑Yes ONO
o. Is the manna/docking facility proposed within or adjacent
(SB), or other wetlands (WL)? If any boxes are chedn
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or
If yes, give the name and address of the leaseholder(s),
3. BOATHOUSE (including covered lifts)
a. (i) is the boathouse structure(s):
❑Commercial ❑PubliclGovemment ❑Pn
(t) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline
coastal wetlandshnarsh (CW), submerged aquatic vegetation (SAV), shell bottom
provide the number of square feet affected.
in close proximity to any shellfish leases? []Yes []No
`'
give the proximity to the lease- 1
=4. e.N GROIN
( g., woad, sheetpile, etc If a rock groin, use MP 2, Excavation and This section no ap licable
a. (i) Number
(ii) Length
(iii) Width
a. Length
c. Maximum distance beyond NHW, NWL orwetlands
a. Is the simcture(s):
❑Commercial ❑PublictGovemment
c Distance to be placed beyond shoreline
Note: This should be measured from marsh edge,
e. Arc of the swing
7. GENERAL
b. Average distance from NM. Nil or wetlands
L5::. ®This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
NOV
i
252-SM2808 :: 1-888-41RCOAST :: www.nccoastalm4nagement net revised: 12/27,'06

DocuSign Envelope ID:
Form DCM MP-4 (Structures, Page 4 of 5)
a. Proximity of structure(s) to adjacent riparian property lines) b. Proximity of structure(s) to adjacent docking facilities.
39' & 59' 39' & 59'
Note: For buoy ormooring piling, use arc of swing
Of vessel.
c. Width of water body
2452'
e. (i) Will navigational aids be required as a result of the
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be imple
a- Give complete description:
length
d. Water depth at waterward end of structure at NLW or NWL
-4 A NLW
The proposed project to align a new bulkhead to theladjacent shoreline stabilization measures (i.e. neighboring bulkheads), will
resolve and mitigate the hardships resulting from tIl� is unusual existing feature (i.e. an existing bulkhead 20' landward of
neighboring bulkheads).
To mitigate this hardship, we propose constructing t
Umber bulkhead and aligned with adjacent shorelii
St. The proposed bulkhead wall will be built landw
sand is 1321-SF. The new bulkhead will measure
every 8 feet. Typical residential pier construction n
be the ESP 4.1 product in 10-ft lengths installed b,
align with adjacent shoreline stabilization measure
proposed bulkhead retaining wall, an additional m,
revetment to dissipate wave action. The riprap will
13-ft waterward from the proposed retaining wall. "
MHW line will not change elevation upon compleb
Additionally, this project proposes installing a new
new 10,000 lb boat lifts.
The foxed pier will be , supported by two 12" (dian
to support a walkway with hand rails. Each boa'
placed in a square, offset 12-ft o/c, to support a
Equipment and construction materials will be stored
by truck and installed from above by hand.
new 4.5-ft vinyl bulkhead, approximately 20-ft waterward of the existing
stabilization measures (i.e. bulkheads) at 302 E Bay St and 310 a Bay
rd of the estuarine shoreline. The calculated area to be filled in with dean
4LF. The proposed bulkhead will be stabilized using 1" x 8-ft HDG rods
athods will be performed. The vinyl sheet piles designed for this project will
vibratory hammer to the required depths. The proposed bulkhead wall will
, will have no wingwalls and will be structurally independent. Infront of the
asure of shoreline stabilization is proposed which includes stone riprap
re made of properly sized granite stone placed at a 3:1 slope extending
ie calculated area to be filled with riprap is 962-SF It is estimated the
i of this project.
framed 140'x5' fixed pier with a 16'x16' gazebo at the end and two
pressure treated Umber piles wrapped in vinyl and placed every 8-ft o%
II be supported by four 12" (diameter) pressure treated Umber piles
that will be located adjacent and of the gazebo.
site. Back fill material will be clean sand material that wil l be delivered
NOV 0.9 2020
252-808-2808 :: 1-888-4RCOAST ::
_ _..... .revised: 1.2I2Ti06

DocuSign Envelope ID: 7E300155-23984280-98F3-32B6A4EE135D
Form DCM MP-4 (Structures, Page 5 of 5)
APpticant Name
Signature

0 ,--25 50
1 inch = 50 feet
..0\
EXIST BULKHEAD - 68.61-F
\ y MHW = +1.0' on Bulkhead \
' '
,�� ',♦ 0.0' @ NLW
1.0@ NLW
.
-3U@NLW
/
Legend
30ft Buffer Line
75ft AEC
Existing Bulkhead
-- --• Mean High Water \ \ \ \ \ \
— — Riparian Corridor
-- J Property Line \ \ \ \ \
Existing Bulkhead \ \.\ \•\ \
Existing Structures PROJECT: KOZLOSKI MAJOR CAMA PERMIT PLAN
Proposed Pier and Bulkhead
— — Riparian Corridor 306 E. Bay St., Southport, NC 28461 \ \ \ \ \ \
TITLE: CAMA MAJOR PLAN VIEW \ \ \ \ \ \
Federal Navigation Channel DATE: 10/7/2021 \ \ \ \ \
AUTHOR: Zachry L. Nichols, Jr., PE (#: 045493)
Property Line
-- Nichols Engineering, PLLC - Firm #: P-2006 \
Source: Esri, Mazar, GeoEye„Earthkar Geographics, ` \
100 N
Feet
RECEIVED
OCT 1 3 2021
LIP SECTION MHD

Owner: KOZLOSKI PETE CAROL •� \
Property Address: 306 E. BAY ST., SOUTHPORT, NC 28461 \
Mailing Address: 5134 PRICES CREEK DR., SOUTHPORT, NC 28461
Owner: GOETZ DEANNABENJAMIN ETUX
Property Address: 302 E. BAY ST., SOUTHPORT, NC 28461
Mailing Address: PO BOX 480, LINDEN, NC 28356-0480 ��
I�
Legend
-'—' 30ft Buffer Line
-•®•- 75ft AEC
--'---' Mean High Water
- Existing Pier Structures
- - Riparian Corridor
Federal Navigation Channel
• Elevations @ MLW
Property Line
n o �nwe•,- u
W pwens St N ;:,, ➢ o'nca K;i A`��O`
,}I Lao^a,d5l „y •�� °O otr�
W Si �'•' 2 S�
fi 1
W drown 5� �9-N 'py
i
W Wcs�yi W Nast. 51
A,o^sw,cws Southport 3 s
�,�
day 5t
PROJECT LOCATION
Sources: Esri, HERE,
Garmin, USGS,
Intermap,
INCREMENT P,
NRCan, Esri Japan,
METI, Esri China
Owner: KURT & KATHRYN SCHEETZ N
Property/Mailing Address: 314 E BAY ST., SOU I HPORT, NC 28461
N(gNLW
Owner: O'NEAL JAMES G JR ET JANE 50 100 200
Property/Mailing Address: 310 E BAY ST., SOUTHPORT, NC 28461 Fee 1 inch = 100 feet
-1.0' @ NLW
-3.0' @NLW nPpDPG
EXIST. BULKHEAD 68.6-LF
PROJECT: KOZLOSKI MAJOR CAMA PERMIT PLAN
Proposed Pier and Bulkhead \' \• \
306 E. Bay St., Southport, NC 28461 \ • \ \ ' \
TITLE: CAMA MAJOR PLAN VIEW \ \, • \
DATE: 10/7/2021 \ \ \ \
AUTHOR: Zachry L. Nichols, Jr., PE (#: 045493)
Nichols Engineering, PLLC - Firm #: P-2006 \
Source: Esri, Maxar, GeoEye, Earthstar Geographics!
REC'EI ED
OCT 1 3 %ar

Owners: Kozloski, Pete & Carol 0<00r
•*40 \
Property Address: 306 E. Bay St. \ \ 0 12. 50 N
Southport, NC�� eet
• EXIST BULKHEAD ` /'4 ►' ►,� 1 inch = 25 feet
too ON PROPERTY \ Owners: Scheetz, Kurt & Kathryn
�� TO BE REMOVED \• /\ Property Address: 314 E. Bay St.
Owners: Goetz, Deanna & Benjamin ETUX �•�• \ /�, PROPOSED MARINE Southport, NC
Property Address: 302 E. Bay St. • / Owners: O'Neal, James & Jane
Southport, NC \ PROPOSED \ BULKHEAD (89LF) \\ —Property Address: 310 E. Bay St.
TIEBACKS 8' O!C \ Southport, NC
1320 SF \ PROPOSED BULKHEAD
vo!a o• PROPOSED AREA \ \ TIES INTO ADJACENT
�JFF;•� BELOW NHW TO BE FILLED \ BULKHEADS. REINFORCE
EXISTING ADJACENT
�y ''10 PROPOSED BULKHEAD ` \ BULKHEADS AS NEEDED.
TIES INTO ADJACENT \ \ \
�• BULKHEADS. REINFORCE \ \ \\
• EXISTING ADJACENT
BULKHEADS A \ \
♦ S NEEDED. \ \
♦ ♦ �•'• \ \ \ PROPOSED FIPIER (148'x5)
XED
•,• \ \ \ \ \ SLIP #1 - PROPOSED
Legend \ \ ` BOAT LIFT (12'x12') \ \
--'•--' Mean High Water (Exist) \ \ \ \ \ \ ° ° ° \ \ 9-\O OOG�
—' 30ft Buffer LinePROPOSED FIXED 16'x 16'
�•�'� 75ft AEC \ \ \ GAZEBO AT END OF PIER
e
\ \ SLIP #2 - PROPOSED
Existing Bulkhead \ \ /` \ \ \ �\ ` BOA LIFT (12'x1L)j
Proposed Construction
Limits of Disturb
----- Pierhead Line PROJECT: KOZLOSKI MAJOR CAMA PERMIT PLAN \\/ `����
_ Proposed Pier and Bulkhead \ �- \
L Existing Structures 306 E. Bay St., Southport, NC 28461
TITLE: CAMA MAJOR PLAN VIEW \i l , \
- - Riparian Corridor DATE: 10/21/21 ,. \ \ OCl\2 5 2021
AUTHOR: Zachry L. Nichols, Jr., PE (#: 045493)
Limits Of Disturb Nichols Engineering, PLLC - Firm #: P-2006 \\ \ \ `'\ MP\�ECVQN MHD
ParcelLines

ww. m rw.aa
PROFILE VIEW
S.1s: 1/2' = 1'4)'
wcvosm lB.Ia IYII�
NIpVEFp fS:1l B]:AIFi:I � GGCiUSED'S�IY BC�i W"r@
faw.er
0 0
81-01,
2XB P.T. CAP
�{
2X8 P.T. RAILS
�+ 2X8 P.T. DECIONG
4XI P.T. POST
2X8 P.T. JOISTS
AT EVERY PILE
AT 24" O.C.
BOLT 4X4 P.T. POST TO —�
-- --
PILE WITH 2 EA. NI" GIA
0` C
BOLT BOTH GIRDERS TO POE NATN
GALV. STEEL BOLTS &
O
2 EA. N8' DIA. GALV. STEEL BOLTS 6
OVERSIZED WASHERS
OVERSIZED WASHERS IN W PATTERN
2 EA, 2X8 GIRDER
g (ONE AT EACH
SIDE OF PILES)
8-(XA EMBEDDED A MIN.
OF 8' BELOW MUOLINE
X-BRACMG INOT SHOWN) REQUIRED
AT EVERY OTHER SAY (SEE DETAIL)
rR
i
WATER LINE
TYPICAL PIER SECTION
-S6A6E'-1;2"- NOT TO SCALE
MUD LINE
FzE- CIE I `D
OCT 1 3 2021
NIP CECTION',ViHD
PREPARED FOR: PROJECT:
PETER & CAROLE MAJOR CAMA PERMIT NICHOLS ENGINEERING PLLC
KOZLOSKI 3U6 EAST BAY ST. 32 BBRETONSHIRE RD, WILMINGTON, NC 28405
PH. 910-617-7893, NCBELS FIRM LICENSE: P-2006
SOU PRICES CREEK DR. SOUTHPORT, NC
SOUTHPORT, NC 28461 DATE: 10/1/2021 SHEET: 4 Of 4

Owner: KOZLOSKI PETE CAROL
Property Address: 306 E. BAY ST., SOUTHPORT, NC 28461 50 100 200 N
Mailing Address: 5134 PRICES CREEK DR., SOUTHPORT, NC 28461 \ \ \ \ Owner: O'NEAL JAMES G JR ET JANE Fee
\ \ \ Property/Mailing Address: 310 E BAY ST. SOUTHPORT, NC 28461 1 inch = 100 feet
Owner: GOETZ DEANNABENJAMIN ETUX \ _ \\
Property Address: 302 E. BAY ST., SOUTHPORT, NC 28461 \ \
Mailing Address: PO BOX 480, LINDEN, NC 28355-0480 \ EXIST. BULKHEAD 68.6-LF
o'PG�N�Q�e�` Sheet: 1 of 4
Legend
Existing Pier Structures
Federal Navigation Channel
— - J Property Line
— - — - - Riparian Corridor
o rril
aw pwanc at
W leonarA g` o
vp 0,c+
W St centu�st
m j9�
m EH S`
':r Westg gt t°
Sao
y, uas Southport C "
a, w,�k gt 44 M. ,." � �'t
a=1 s`
PROJECT LOCATION
Sources: Esri, HERE, Garmin, USGS,
Inteanap, INCREMENT P, NRCan, Esri
Japan, METI, Esri China (Hong Kong), Esd
Korea, Esd (Thailand), NGCC, (c)
OpenStreetMap contributors, and the GIS
User Community
C" 0.
PROJECT: KOZLOSKI MAJOR CAMA PERMIT PLAN
Proposed Pier and Bulkhead
306 E. Bay St., Southport, NC 28461
TITLE: CAMA MAJOR PLAN VIEW
DATE: 7 October 2020
AUTHOR: Zachry L. Nichols, Jr., PE (#: 045493)
Nichols Engineering, PLLC - Firm #: P-2006
DATE: 1
\\• \ FINAL - FOR REVIEW PURPOSES ONLY
SourceEsri, Maxar, GeoEye, Earthstar
DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Legend
Existing Bulkhead
= Existing Structures
— - — - - Riparian Corridor
Federal Navigation Channel
Property Line
\ ;>;
EXIST BULKHEAD - 68.61-F \ \
MHW = +1.0' on Bulkhead \ \
0.0' @ NLW
3.0' @ NLW`
PROJECT: KOZLOSKI MAJOR CAMA PERMIT PLAN
Proposed Pier and Bulkhead
306 E. Bay St., Southport, NC 28461
TITLE: CAMA MAJOR PLAN VIEW
DATE: 7 October 2020
AUTHOR: Zachry L. Nichols, Jr., PE (#: 045493)
Nichols Engineering, PLLC - Firm #: P-2006
0
50
1 inch = 50 feet
100 N
Feet
I
Sheet: 2 of 4
-6.7' @ NUN
If
wuV 0 9
DATE:10/7/2020
\\',FINAL - FOR REVIEW PURPOSES ONLY
SourceEsri, Maxar, GeoEye.,Earthstar Geo�raphics, CNES/Airbuk DS, bSE) SGS, AeroGRID, IGN, and the GIS User Community

Legend
---- Pierhead Line
Existing Bulkhead
Existing Structures
1
Proposed Construction
-- — -- Riparian Corridor
Limits of Disturb
Property Line
EXIST BULKHEAD \
ON PROPERTY \
\ TO BE REMOVED
\ PROPOSED \
TIEBACKS 8' O/C \
1321 SF
PROPOSEDAREA \
BELOW NHW TO BE FILLED \
PROPOSED BULKHEAD
TIES INTO ADJACENT \
3ULKHEADS. REINFORCE \
EXISTING ADJACENT
BULKHEADS AS NEEDED. r--
PROPOSED \ \
\ PROPOSED
\ PIER ('
0 12.
1 inch = 25 feet
PROPOSED MARINE
BULKHEAD (74LF)
PROPOSED BULKHEAD
TIES INTO ADJACENT
BULKHEADS. REINFORCE
ADJACENT
7�___.ULKHEAEXISTING
BDS AS NEEDED.
FIXED
40'x5') \ \ \ >
\ \ \•\ SLIP#1 -PROPOSED
BOAT LIFT (12'x12')
\ \ \ o \ \
\\ \ \ \\ G \�-\0
\\\ \\ \ PROPOSED FIXED 16' x 11
GAZEBO AT END OF PIER
PROJECT: KOZLOSKI MAJOR CAMA PERMIT PLAN
Proposed Pier and Bulkhead
306 E. Bay St., Southport, NC 28461
TITLE: CAMA MAJOR PLAN VIEW
DATE: 7 October 2020
AUTHOR: Zachry L. Nichols, Jr., PE (#: 045493)
Nichols Engineering, PLLC - Firm #: P-2006
FINAL - FOR REVIEW PURPOSES ONLY
o \
Gq-
\ > \ �V O o
\, O of ,
r.
Sheet: 3 of 4
i
Date: 11 /08/2020
IP#2-PR(
BOAT LIFT

KW..
mowemsa®ve�ia.e
KK. re
PROFILE VIEW
Scale: 1/2' - r-m
r�K.vauao
rrmrcgn v.vewninn � vnoPafov.rzevnern
KW.Ji
2X6 P.T. CAP
2)(B P.T. RAILS
2)(6 P.T. DEC"
UfA P.T. POST 2XS P.T. JOISTS
AT EVERY PILE z--AT 2e QC.
BOLT A%A P.T. POST TO - ��
PILE WIYH 2 EA. W OM O O
GALV. STEEL BOLTS 6 O BOLT BOTH GIROER9 TO PILE L TH
OVERSIZED VY� HERS 2 VE UI D WASHQALVERS
STESIN SOUS 6
2 EA. US GIRDER OVERSIZED WASHERS IN W PATTlMJ
(ONE AT EACH
DOE OF PLES) jr OIA ENDED A MN -
OP C BELOW NIUOLINE
)(•BRACING MOT SHOWM REQUIRED
AT EVERY OTHER BAY (SEE DETAIL)
0 0
s WATER LINE n
MUD LINE
TYPICAI, PIER SECTION
NOT TO SCALE
DATE: 10/7/2020
PREPARED FOR: PROJECT:
PETER & CAROLE MAJOR CAMA PERMIT NICHOLS ENGINEERING PLLC
FINAL - FOR REVIEW PURPOSES ONLY KOZLOSKI 306 EAST BAY ST. 322 BRETONSHIRE RD, WILMINGTON, NC 28405 N0V 0 9 N "T
5134 PRICES CREEK DR. PH. 910-617-7893, NCBELS FIRM LICENSE: P-2006
SOUTHPORT, NC 28461 SOUTHPORT, NC DATE: OCTOBER 7, 2020 1 SHEET: 4 of 4

.*0•#� \ .\
�• / eet
• EXIST BULKHEAD \ / \►' ►,/ 1 inch = 25 feet
I•� ON PROPERTY
.�� TO BE REMOVED \• / \
•� /,. PROPOSED MARINE �\
�•' \'\ / \ PROPOSED BULKHEAD (89LF)
\ \\�•'•� •\ TIEBACKS 8' O/C \ \
1320 SF \
PROPOSED AREA \ PROPOSED BULKHEAD
,F \
BELOW NHW TO BE FILLED \
TIES INTO ADJACENT
�. BULKHEADS. REINFORCE
EXISTING ADJACENT
• \ \ BULKHEADS AS NEEDED.
•� PROPOSED BULKHEAD \
�000,TIES INTO ADJACENT \ \ \
BULKHEADS. REINFORCE \ \ \ \\
r •' EXISTING ADJACENT
BULKHEADS AS NEEDED. \ \ \ \
\PROPOSED FIXED \ \ \
A PIER (148'x5') \ \
SLIP #1 - PROPOSED \ \ <
BOAT LIFT (12'x12') \ \
Legend \ PROPOSED FIXED 16' x 16'
GAZEBO AT END OF PIER \ /
-- Existing Bulkhead S BOAT L F PROPOSED
Proposed Construction
L Limits of Disturb
P
- --- Pierhead Line
L Existing Structures
- - Riparian Corridor
Limits of Disturb
pit# D
\ y \ \ \ \ \ OCT `\l'�� 2021
ParcelLines \ \ rvmiP S CTI N M fIJ
\ \ \ \