20121009 Ver 1_CAMA Application_20121105

Robert and Deborah Tate
5012 White Oak Drive
Lexington, N.C. 27295
(336) 408 -0920
November 1, 2012
Mr. Braxton Davis, Director
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
RE: CAMA Permit Application submitted by John Sikorski
Dear Mr. Davis,
I1 tl
D
hJO V 0 5 2012
We own residential property located at 140 Waters Lane, Gloucester, Carteret County, North
Carolina .
We have recently learned that an adjacent riparian property owner John Sikorski has submitted
an application to construct a 10 slip docking facility in the shallow waters of the Straits
immediately offshore of his undeveloped property at 610 Pigott Loop Road.
We would like to inform you that we strongly object to Mr. Sikorski's application. Below is a
list of the reasons for our objection.
1.) A quick aerial survey of the Straits reveals no other projects of this size. A 10 slip 126
foot wide dock with boat lifts would create an impact that seems excessive for a
single property owner. The docks that currently exist on the Straits generally service
one or two slips. I'm concerned that if this permit is granted as submitted it will set a
precedent for single property owners building ever larger docks without
demonstrating any need for such a facility. To my knowledge Mr. Sikorski owns one
lot on the Straits.
2.) The area of the proposed dock is in very shallow water which requires careful use
and stewardship. We use the dock on the adjoining property and in this same water
depth. We occasionally have to walk our skiff away from the slip in low water. The
installation of boat lifts with solid cradles and slips to accommodate boats up to 25 ft
as described in the application would require considerable and consistent "blowing
out" of the slips. My family and my neighbors enjoy oysters and clams collected in
the waters surrounding the existing docks. Concentrating 10 boats on one dock will

create a much greater impact on shellfish and SAV than the current structures on
the Straits.
3.) Mr Sikorski's application contains no information or plans demonstrating a need for
such a large facility. The dock will service a vacant lot as submitted. It wouldn't seem
possible to evaluate the reasonableness of the application or the environmental
impact without a great deal more information.
We would support Mr. Sikorski in applying for a 1 to 2 slip dock that would be in proportion to
the docks in the area.
Thank you for your attention.
Sincerely,
�ht O'd1h
Robert Tate
Deborah Tate

November 2, 2012
Karen Higgins
Wetlands & Storm Water Branch Permitting and Compliance
1650 Mail Service Center
Raleigh, N.C. 27699 -1650
Dear Ms. Higgins,
Please find attached a letter that I have sent to the NC Division of Coastal Management concerning a
proposal by Mr. John Sikorski to construct a 10 slip docking facility in the Straits, at property located at
610 Pigott Road, in the community of Gloucester, Carteret County.
As you can see by my letter, we have many concerns about this docking facility. I would appreciate if
you would share our concerns with the appropriate staff in your Division.
Sincerely,
Robert Tate
5012 White Oak Drive
Lexington, NC 27295
336 - 408 -0920
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�� 20121009
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North Caroline Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
October 29, 2012
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Braxton C. Davis
Director
Karen Higgins
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
John Sikorski
Dee Freeman
Secretary
Carteret County, at 610 Pigott Rd., on the Straits, in the community of
Gloucester.
Proposes to construct a 10 -slip docking facility and highground grading.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 18, 2012. If you have any questions regarding the proposed project, please contact
Barry Guthrie, Permit officer at (252) 808 -2808. When appropriate, in -depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: 252 - 247 -3330 Internet: www.
An Equal Opportunity 1 Affirmative Action Employer
DENR - iN „it:r(�iUALITY
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I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John Sikorski
2. LOCATION OF PROJECT SITE: 610 Pigott Road, locawd on The Straits, Gloucester,
Carteret County
Photo Index - 2006: 41 -8027 grid (N 11;12) 2000: 41 -535 grid fK14)
Coordinates - LAT 34 °43.380 I_,ON 7692.112
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/14/11, 9/19/12, 10/12/12
Was Applicant Present —Yes, No, Yes
5. PROCESSING PROCEDURE: Application Received — 9/28/12
Cc - 10/15/12
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification from LUP — Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline, Coastal
Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Onsite septic
Planned — None proposed
(F) Type of Structures: Existing — Rip -rap shoreline protection
Planned - 10 -slip docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED nTNF.R
(A) Shallow Bottom
N/A
N/A
2,316 ft2 shading
(B) Open Water
N/A
N/A
26,460 ft2 Incorp.
(C) High Ground
N/A
N/A
2,000 ft2 grading
(D) Coastal Wetlands
N/A
N/A
462 ft2 shading
(D) Total Area Disturbed: 4,778 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA -HQW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to construct a 10 -slip docking facility
and highground grading, located on The Straits in Gloucester.

9 NARRATIVE DESCRIPTION:
The John Sikorski project is located at 610 Pigott Road in Gloucester, Carteret County. The
project site is found by traveling on Hwy. 70E into Smyrna. Turn south(right) onto
Marshallberg Road and travel 1.0 miles and turn west(right) onto Straits Road. Travel 0.75
miles on Straits Road and veer south(left) onto Pigott Road. Travel 1.2 miles on Pigott Road
and the site is located on the left, at the intersection of Pigott Road and Waters Lane.
The subject properties total 7.86 acres and average +4.5' in elevation above NHW. The
parcel is wooded with a majority of pines; the waterward half of the parcel has been cleared
of most woody growth. No structures exist on the highground. Presently, the shoreline is
stabilized by rip -rap. The shoreline, waterward of the rip -rap, consists of approximately 20-
25' of Spartina alterniflora. Located on the shoreline, at the center of the property, is a small
coastal /404 wetland feature which extends approximately 110' landward of the existing
shoreline alignment. This feature is approximately 110' in length and 20' in width. The
NHW contour follows this feature approximately 40' landward of the current alignment on
the shoreline and the coastal wetland extent lies approximately 16' landward of NHW. The
remainder of the feature is classified as Section 404 Federal Wetlands. A USACE
jurisdictional determination is on file for this feature, signed July 26, 2012 with USACE
Action ID #: 2012 - 00547. The Straits is approximately 4,600' across at this location and the
subject property has a shoreline of approximately 342'. There was a shellfish lease area
located approximately 140' offshore and to the west of the proposed facility. The lease area
is no longer active and has not been utilized in many years. The derelict shellfish bags can
still be observed onsite. Large areas of SAV are located from immediately waterward of the
shoreline to approximately 150' offshore, all slips are proposed waterward of the areas of
SAVs. Water depths at the location of the proposed slips are -2.5 to -3.0' NLW and located
waterward of the area of SAVs. The substrate at the location of the docking facility is sand.
There are presently residential piers on both sides of the proposed facility, at distances of
approximately 110' to the east and 130' to the west.
The Division of Water Quality classifies this area of the Straits as SA -HQW. This area is
NOT classified as a Primary Nursery Area by the Division of Marine Fisheries. The Carteret
County LUP Classification for this project is Conservation along the shoreline within the 75'
AEC. This portion of the Straits is open to harvesting of shellfish.
10. PROJECT DESCRIPTION:
The applicant is proposing to construct a docking facility to accommodate 10- slips. A 262' X
6' walkway connected to two 60' x 6' platforms extending east and west. To access the pier,
a proposed walkway would attach to the pier from the east and west. The eastern walkway
would be 48'x 6' and the western walkway would be 33'x 6'. Total length for the facility
would be approximately 212' as measured from the waterward edge of the marsh. Four 28' x
3' finger piers would be utilized to gain access to the boat slips. Proposed slips would be
located at a minimum depth of -2.5' NLW. Two slips are proposed at depths of -2.5' NLW
and eight are proposed at approximately -2.8 to -3.0' NLW. At the closest location, slips
would be located approximately 144' from the closest waterward extent of coastal wetlands
and 177' waterward of the NHW contour. The offshore slips would be located approximately

215' waterward of the NHW line. Above NHVi, 2,000 ft= of highground disturbance, would
occur in the form of grading, the area adjacent the 404 /Coastal 1, ;-etland feature would be
smoothed by machinery. The project would be outside of the 15' riparian setback. On the
east side, the Facility would be located 30' from th6 15' setback l!ne and 80' on the western
side. The facility would be for vessels of various sizes„ from 14* to 20' ir. length. Each slip is
proposed to include a 12.5' x 12.5' boatlift. No mooring piles are proposed in the slips.
11. ANTICIPATED IMPACTS:
The proposed docking facility would result in 26,460 ft2 of open water being incorporated
and 2,316 ft2 of shallow bottom shading impacts. A portion of the pier and access walkways
would cross an area of coastal wetlands causing 462 ft2 of coastal wetland shading impacts.
The project site consists of approximately 342' of shoreline. The docking facility would
provide mooring for 10 vessels. The minimum water depth at the proposed slips is -2.5'
NLW, with eight slips located in -2.8' to -3.0' NLW. Each slip is proposed with a boatlift.
With a lift in each slip, a boat is less likely to sit on the bottom during periods of low tide
as well as decrease any shading impact that would be expected from a boat in a slip. The
shallow bottom directly adjacent this project possesses large areas of SAV. The proposed
slips are located waterward of all areas of SAVs. Some temporary effects to the SAVs
would be expected during the construction of the pier. An increase in turbidity will occur
while setting pilings. On the highground, an area of 2,000 ft2 would be smoothed and
graded. If proper sedimentation and erosion control measures are implemented, then
sediment runoff into the adjacent wetlands and waters should be minimized. The waters
surrounding the structure are open to shellfish harvesting. No coastal or 404 wetland would
be filled or excavated during this project.

'll
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
N/A
n/a
;;,;•;
Applicant 1 First Name
MI
Last Name
-
Kathy
John
E
Sikorski
Agent/ Contractor 2 First Name
MI
Applicant 2. First Name
MI
Last Name
n/a
n/a
n/a
n/a
n/a
PO Box
City
If additional applicants, please attach an additional page(s) with names listed
n/a
Mailing Address
PO Box
City
ZIP
State
55 Verplank Avenue
n/a
Stamford
Phone No. 2
CT
ZIP
Country
Phone No
252 - 354 - 4916 ext n/a
FAX No
FAX No
06902
USA
917 - 923 - 4925 ext n/a
n/a
n/a - -
Street Address (if different from above)
City
State
City
ZIP
n/a
N/A
n/a
n/- a
Email
n/a
n/a -
Email
johnesikorski @yahoo.com
kbvinson @ec.rr.com
2. Agent(Contractor Information
Business Name
Coastal Planning Services, Inc.
;;,;•;
Agent/ Contractor 1. First Name
MI
Last Name
-
Kathy
B
Vinson
Agent/ Contractor 2 First Name
MI
Last Name
n/a
n/a
n/a
Mailing Address
PO Box
City
State
n/a
827
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252 —240 - 9297 ext n/a
252 - 354 - 4916 ext n/a
FAX No
Contractor #
252 247 5875
n/a
Street Address (if different from above)
City
State
ZIP
n/a
N/A
n/a
n/a -
Email
kbvinson @ec.rr.com
<Form continues on back>

Form, GUM NIP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
'3. project Location
a Total length of shoreline on the tract (ft)
County (can oe multiple)
Straet Address
342,382
State Rd fk
Carteret
610 Pigott Road
NWL (normal water level)
1 ;43
Subdiv!s!on !dame City
State 7.r
Gloucester
vC 22523 -
t n/a - - - - -_- —,
Phone t110
— - -_y - --
Lot No (s� (if many, ah,c­h addition; page witl, list)
n/a - - ext
n /a, I , ,
a In which NC river basin is the project located?
h How does local government zone the tract?
b Name of body of water nearest to proposed project
White Oak
(Attach zoning compliance certificate, if applicable)
The Straits
c Is the water body identified in (b) above, natural or manmade?
I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
d Name the closest major water body to the proposed project site
®Natural ❑Manmade ❑Unknown
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
Core Sound
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within
Carteret County
4. Site Description
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
342
342,382
c. Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
n /a, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
4.5' ®NHW or ❑NWL
e Vegetation on tract
Trees, shrubs, grasses, including wetland vegetation
f Man -made features and uses now on tract
Old highground boat basin, two septic tank systems (components and functionality have not been - evaluated), riprap along
shoreline
g. Identify and describe the existing land uses adjacent to the proposed project site
Residential
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
unzoned
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom? n/a
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
m (i) Are there wetlands on the site? ®Yes [JNo
(u) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)

Form DCM MP- I (Page 3 of 5)
APPLICATION for
Major Development Permit
n Describe existing wastewater treatment facilities
None (as previously noted, components of bvvo old septic tank systems are thought to be on the site Functionality of these
systems has not been evaluated)
o Describe existing drinking water supply source
None
p Describe existing storm water management or treatment systems
Sheet flow run -off to the Straits
5. Activities and Impacts
a
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
Dock will provide boating access to the Straits for future development of the property.
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
One barge with pile- driving equipment will be used for construction of docking facility and will be stored in deep water A
small tractor with box blade, dump truck, and possibly a small front -end loader will be used for leveling the top perimeter of
the basin and will be stored on upland portion of site.
d
List all development activities you propose.
Construction of 10 -slip dock with four platforms, four finger piers, and 10 boat lifts, construction of elevated boardwalk
connecting highground and pier,leveling top perimeter of existing basin.
e
Are the proposed activities maintenance of an existing project, new work, or both? New
f
What is the approximate total disturbed land area resulting from the proposed project? 2000 ®Sq Ft or ❑Acres
g
Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state
Sheet flow run -off
i
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
I
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (f) 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.

i=orm,DCNI MP -1 (Page 4 of ,6)
APPLICATION ;'cr
Major Development Permit
d A copy of the deed (with state application only) or other instrument under which the applican claims title to the affected properties
I e The appropriate arolicaticn fee Check or money order made payable co DENR
j f A list of the names and complete addresses of he adjacent waterfront ,riparian) lardowners and signed return receipts as proof chat such
I owners have received a copy ^t, the application and plats by certified mail Such landoirmefs mvst be adxnsed teat ttte -,i ha%ie 3o days in
which to submit comments on the proposed project to the D vibion of Coastal Management
Name Christopher Shia
Phone No
Address 2987 Jack Whitener Road, Newton, NC 28658
Name H K Page Investments, LLC
Phone No
Address 15 Widewater Road, Hilton Head, SC 29926
Name
Phone No
Address
g A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates
General CAMA permit 53043 issued to John Sikorski on 12/11/2008
General CAMA permit 53375 issued to John Sikorski on 4/13/2009
h Signed consultant or agent authorization form, if applicable
i. Wetland delineation, if necessary.
I A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification 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
certify that I am authorized to grant, and do in fact grant pet mission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _September 21, 2012 Print Name _Kathy B. Vinson
Signature
Please indicate application attachments pertaining to your proposed project
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP-4 Structures Information

Form DCIVI MP -1 (Page 5 of 5) APPLICATION for
Major Development Permit

Form DCM MP-3
UrL A NO DEVELOPMENT
(COnStFUCUOn 2nd / ®r iand disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCNI NIP -1 -Be s:.re to complete all other sections of the JOInT
Application that relate to this proposed project Pleaso indLide all supQIemental nibrnation
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures b Number of lots or parcels
proposed
one
n/a
c Density (give the number of residential units and the units per
acre).
n/a
e If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins.
(Q If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted: n/a
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and /or built -upon surfaces, such as
pavement, budding, rooftops, or to be used for vehicular driveways
or parking.
0
i. Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
0
Describe proposed method of sewage disposal.
n/a
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges)
sheet flow runoff
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2000 sf
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
n/a
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No DNA
(u) If yes, list the date submitted- _n /a
k Have the facilities described in Item (Q received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation

m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
n/a
o When was the lot(s) platted and recorded?
December 1958
September 21, 2012
Date
Project Name
John Sikorski
Applicant Name
App cant Sig a ure
n (Q Will water be impounded? []Yes ®No ❑NA
(n) If yes, how many acres? n/a
p If proposed development is a subd,vision, will additional utilities be
installed for this upland development?
❑Yes ❑No IONA

Form ®CM MP-4
(Constiruction within Public Trust Aireas)
Aitach this form to Joint Application for CANNA Major Per,nit, Form DCM MP 1, Be sure to complete all other sections of the Joint
Application that re ?ate to this proposed project Please include all supplemental information.
9. DOCKING FACILITY /MARINA CHARACTERISTICS El This section not applicable
a (Q Is the docking facility /marina. b (Q Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Pnvate /Community ❑Yes ®No
c. (i) Dock(s) and /or pier(s)
d (Q Are Finger Piers included ®Yes []No
(ii) Number one
If yes.
(iii) Length 262'
(u) Number 4
(iv) Width 6'
(m) Length 28'
(v) Floating []Yes ®No
(iv) Width 3'
(v) Floating ❑Yes ®No
e (i) Are Platforms included? ®Yes []No
f (i) Are Boatlifts included? ®Yes ❑No
If yes
If yes -
(ii) Number 2
(ii) Number 10
(m) Length 60'
(iii) Length 12 5'
(iv) Width 6'
(iv) Width 12.5'
(v) Floating []Yes ®No
Note. Roofed areas are calculated from dripline dimensions.
g (i) Number of slips proposed
h Check all the types of services to be provided
10
❑ Full service, including travel lift and /or rail, repair or
(u) Number of slips existing
maintenance service
0
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips. 10
❑ Dry storage; number of boats-
171 Boat ramp(s), number of boat ramps
❑ Other, please describe
i. Check the proposed type of siting.
❑ Land cut and access channel
❑Open water, dredging for basin and /or channel
®Open water; no dredging required
❑Other, please describe.
k Typical boat length- 25'
m (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
n/a
j. Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
mixed types
I (i) Will the facility be open to the general public?
❑Yes ®No
2. DOCKING FACILITY /MARINA OPERATIONS 0 This section not applicable

a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
it ❑ Toilets for patrons, Number , Location
!vJ
1" (j✓ ❑ Showers
�i
�'�y, ❑ Boatholdmg tank pumpout, Give type and location
b Describe treatment type and disposal location for all ;an tary wastewater
None
c Describe the disposal of solid waste, fish offal and trash.
Trash receptacles located on high ground
d How will overboard discharge of sewage from boats be controlled?
Not allowed
e (i) Give the location and number of "No Sewage Discharge" signs proposed
One sign to be attached to dock
(ii) Give the location and number of "Pumpout Available" signs proposed
None
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g. Where will residue from vessel maintenance be disposed of?
None
h Give the number of channel markers and "No Wake" signs proposed None
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
None
j What will be the marina policy on overnight and live- aboard dockage?
Not allowed
k Describe design measures that promote boat basin flushing?
N/A for dock
I If this protect is an expansion of an existing marina, what types of services are currently provided?
Not an existing marina
m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes []No
o. Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
®CW 468 shaded ❑SAV 873 shaded ❑SB
OWL ❑None

p Is the proposed marina /docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
N/A
3, BOATHOUSE (including covered lift ts) - - -- - - -- ® Ti-,:s section nu, applicable
a (i) Ir the boathouse structure(s)
❑Commercial ❑Publfc/Government ❑Private /Community
(n) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnphne dimensions
4. GROIN (e.g, wood, sheetprle, etc. If a rock groin, use MP -2, Excavation and Fill) ®This section not applicable
a (i) Number
(u) Length
(m) Width
5. BREAKWATER (e.g., wood, sheetptle, etc.) ®This section not applicable
a Length b. Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s) b Number
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline d Description of buoy (color, inscription, size, anchor, etc )
Note: This should be measured from marsh edge, if present
e Arc of the swing
7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
45' to the east, 98' to the west
b Proximity of structure(s) to adjacent docking facilities.
110' to the east, 130' to the west
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body d Water depth at waterward end of structure at NLW or NWL
About 4600' - 3' NLW
e (Q Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(n) If yes, explain what type and how they will be implemented
n/a
8. OTHER ❑ This section not applicable

description
Two elevated walkways will provide pedestrian access from the highground over wetlands onto the pier. The walkway on the
west will measure 34'x 6' The walkway on the east will measure 48'x 6' The walkways will be elevevated -a minimum of 3'
above the wetland substrate
September 21, 2012
Date
Project Name
John Sikorski
Applicant Name
v�
Ap licant Sig -- ture

John Sikorski
510 Pigott Road
Gloucester, Carteret County, North Carolina
!project Narrative
Introduction
John Sikorski is the owner of a tract of land located adjacent The Straits at 610 Pigott Road (SR 1343) in
Gloucester, Carteret County. He proposes to construct a 10 -slip dock with finger piers, platforms, and
boat lifts, and elevated walkways connecting the pier with highground. Mr. Sikorski also proposes to
level the area around the top perimeter of an old existing boat basin.
Site Description
The Sikorski tract consists of 8.13 acres. The approximate elevation of the property is 4.5' above Normal
High Water (NHW). The north portion fronting Pigott Road is densely wooded, while the vacant south
section was previously cleared. The southern section now consists of grass, shrubs, small trees, as well
as wetland vegetation along the shoreline. Vehicular access to the waterfront (southern) portion of the
site is via Waters Lane from Pigott Road.
At least one residence was previously located on the site, and components of two old septic systems are
also present. Rock riprap is found along the shoreline on either side of the mouth of the basin. The total
shoreline of the tract measures 342 feet. An old highground boat basin believed to have been dredged
in the 1950's is also on the property. One residence, the boat basin, and riprap appear on a 1963 survey
of the property prepared for a previous owner.
The basin has not been maintained and is no longer navigable. Both coastal and non - coastal wetlands
are found in and around the boat basin and shoreline. A copy of the jurisdictional determination
approved by the US Army Corps of Engineers in July 2012 is included with this submittal. Staff of the NC
Division of Coastal Management provided assistance with the delineation of coastal wetlands and the
locations of Normal High Water (NHW) as shown on project plans.
The width of The Straits at the project site is approximately 4600'. The edge of the channel is located
about 1650' from NHW.
Submerged aquatic vegetation (SAVs) was observed at the site in areas with less than -2.0' NLW. All
boat slips have been located in a minimum of — 2.5' NLW.
No shellfish were observed in the area surveyed for this project.
John Sikorski
Major CAMA Permit Application
September 21, 2012 Page 1

The property is unzoned, but under the planning jurisdiction of Carteret County T he area is subject to
the requirements of the Carteret County Downeast Conservation Overlay (DECO) district, although it
does not appear that DECO imposes any local requirements applicable to the proposed work.
Project Description
The project consists of the construction of a 10 -slip clock with elevated walkways connecting the pier
and highground and leveling of the top of the perimeter of the existing basin.
Project plans show the position of the proposed dock offset slightly west of the center of the mouth of
the basin. The pier measures 262' x 6' feet, with the structure extending 235' into The Straits from an
extension of the NHW line across the mouth of the basin.
Two elevated walkways (labeled as "boardwalks" on project plans) at the northern end of the dock
provide pedestrian access from the highground onto the pier, spanning wetlands. On the west the
elevated walkway measures 34' x 6', with the elevated walkway on the east measuring 48'x 6'. The
walkways will be elevated a minimum of 3' above the wetland substrate.
Two platforms measuring 60' x 6' extend from both sides of the dock near the waterward end, with four
finger piers measuring 28'x 3' extending from the platforms. Two boatslips are located behind the
platforms, with the remaining eight slips positioned in front of the platforms. The boatslips are located
in a minimum of -2.5' NLW.
Boatlifts measuring 12.5' x 12.5' are proposed for each slip, for a total of 10 lifts. Typical boat length to
be accommodated is 25' or less.
The proposed docking facility will be located 110' from the nearest dock on the east and 130' from the
closest dock on the west. It will be 45' from the adjacent riparian property lines on the east and 98' on
the west.
No wetlands will be impacted by the proposed work around the top perimeter of the basin. This project
component is described below under Upland Development.
Upland Development
A small amount of clean fill (approximately 30 cubic yards) will be brought to the site to level the top of
the perimeter of the basin. Areas to be leveled adjacent the basin are shaded on the enlarged project
plan.
No impervious or built -upon surfaces are proposed. Approximately 2000 square feet will be disturbed in
the construction of the pier walkways and leveling of the basin perimeter.
John Sikorski
Major CAMA Permit Application
September 21, 2012 Page 2

Construction Methods
One barge with pile- driving equipment will be used for construction of the docking facility. The barge
will be stored in deep water at night. Conventional equipment and methods will be used for
construction of the highground portions of the walkways associated with ; t,,e pier. This equipment will
be stored on highground.
A small tractor with box blade, one dump truck, and possibly a small front -end loader will be used for
leveling the perimeter of the boat basin. This equipment will also be stored on upland areas of the site.
Care will be taken during construction to avoid impacts to wetlands. Grading as indicated by the
finished contours shown on project plans will be followed immediately with permanent stabilization of
disturbed areas with sod or grass seed and mulch. No wetlands will be crossed in transporting
equipment to the project site.
Stormwater
No current plans for further development of the property have been prepared. Future project plans are
contingent upon the receipt of permits for the docking facility and other proposed improvements to the
basin and the final design of these components. The property owner is aware that future development
of the site will require stormwater permitting, but at this point it is not practical to prepare additional
plans until the outcome of this permitting process is known. Once permits for the current submittal are
finalized he will be able to proceed with plans for additional highground development, including
applicable stormwater permitting.
Summary
John Sikorski proposes to construct a 10 -slip pier with platforms, finger piers, and boatlifts at his
property located adjacent The Straits in Gloucester in eastern Carteret County. The pier will be located
at the mouth of an existing boat basin and will be accessed from the highground by walkways elevated
over wetlands. He also proposes to level the top perimeter of the basin. Due to lack of maintenance and
use, the basin originally dredged in the 1950's is no longer navigable. However, no dredging is proposed.
All boat slips are situated in minimum water depths of -2.5' NLW and beyond the extent of SAVs
observed at the site. No shellfish resource was observed.
Placement of fill and grading around the top perimeter of the basin are the only proposed
upland development. No impervious surfaces are proposed. Future development plans for the
tract are dependent upon the outcome of the current permitting process and the final design of
the dock and other improvements. Approximately 2000 square feet will be disturbed by this
project.
John Sikorski
Major CAMA Permit Application
September 21, 2012 Page 3

John Sikorski
55 Verplank Avenue
Stamford, Connecticut 06902
July 14, 2011
To Whom It May Concern:
I authorize Kathy Vinson, AICP to represent me and apply for CAMA permits to develop
my property located at 610 Pigott Road, Gloucester, North Carolina. This authorization
extends to all permits and authorizations required by local, state, and federal agencies that
may be required as part of the permitting process.
I also authorize release of information related to the project site to Ms. Vinson, including
boundary surveys, topographic maps, and results of wetland delineation and soil
permeability tests.
If you have questions or need additional information, please feel free to contact me at
(917) 923 -4925.
Sincerely,
John Sikorski

U.S. ARMY CORPS GE ENGINEERS
WILMINGTON DISTRICT
Action Id. 2012 -00547 Count,: Carteret U.S.G.S. Quad: Harkers Island
NOTIFICATION OF JURISDICTIONAL DETERMINATION
c ittma cc''ICOISult'
S =
Property Owner, John ,korsk -' __-
55 Verplank Ave Attn: Ilaywood 2ittmz
Address: Stamford, Connecticut 06902 Address: PO Box 1387
(917) 923 -4925 Richlands, NC 28574
(910) 330 -2784
Property description:
Size (acres) 7.86 Nearest Town Gloucester
Nearest Waterway The Straits River Basin White Oak River Basin
USGS HUC 03020301 Coordinates N 34.7238 W - 76.5352
Location description: The property is located at 610 Pigott Road in Gloucester Carteret County, North Carolina.
Parcel ID # is 73460303386000.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
• There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is
a change in the law or our published regulations this determination may be relied upon for a period not to exceed
five years from the date of this notification.
• There are waters of the U.S. including wetlands on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC 6 1344). Unless there is a change in the law or
our published regulations this determination may be relied upon for a period not to exceed five years from the date
of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on 7/26/2012. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a'period not to exceed five years from the date
of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management
Act (CAMA) You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and /or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you hay -, any questions regarding this
determination and/or the Corps regulatory program, please contact Christy Wicker at (910) 251 -4637.
C. Basis For Determination
The site exhibits mean high water marks and wetland criteria as defined in the 1987 Wetland Delineation Manual and
its appropriate regional supplement, which is abutting The Straits, a Traditionally Navigable Water. This
determination is based on a site visit conducted by Christy Wicker on 4/18/2012.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by September 24, 2012.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. **
Corps Regulatory Official: �
Date: 7/2612012
Expiration Date: 7/26/2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit hqp://per2.nn.usace.army.mil/survey.html to
complete the survey online.
Copy furnish: Kathy B. Vinson, AICP, Coastal Planning Services, Inc., P.O. Box 827, Morehead City, NC 28557

INSET - 1 " =60' ,6
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REFERENCES: 11
PLAT OF UNRECORDED SURVEY BY PHIWP K. SALL 1
AND AS SO NOTED ON FACE OF PLAT `
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PC 402 OB 1125, PG 263
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08 843.
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PIOOTT ROAD 610 PIGOTT ROAD
im�li
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GLOUCESTER. NC 29528 Y�1� GLOUCESTER. NC 28528
v �'
11 I
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404 WETLANDS SURVEY
r- r- F
o JOHN SIKORSKI & wife LINDA SIKORSKI
STRAITS TSHIP CARTERET COUNTY NORTH CAROLINA
200 100 0 200 400
MEWCOAM /and surveyors, Llc, (NC License No.: P -0203) 246 West MN /brook Road, Raleigh, NC 27609, (919) 847 -1800, (919) 847 -1804 (fax) SCALE. 1'- 200'
i

STRAITS ROAD
EXISTING IRON PIPE FOUND
GUM TREE MARKED H K PAGE INVESTMENTS, LLC CHANNEL MARKER RED 44
PIN: 7346.03.03.7805
EAC�AIG
0 DB 959, PG 376
On- 15 PIGOTT ROAD
GLOUCESTER, NC 28528
SO 6.47 ACRES (BY GIS)
caJ 4' 14 NO ZONING tj'C PIGOTT ROAD 0
4, EXISTING GLO�'ST,�R
BOAT RAi�iiip S I T E
fps ti
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07. RG
lVicinity Map (NTS)
Existing Dock
0.
1 0, 5,S7.J, Proposed WATER DEPTHS AS
6ft Wood SHOWN ARE
Connecting NORMAL LOW
Boardwalk WATER, III)AL
IPS/ Existing Riprop DELTA = 2.3 FEET
Landward ' Riparian Corridor Limit
q From NHW
Extent
VI (93.6
'INFORgro-F W-rc-c-i- ---- ------------------------------------------------- --------------- -------------------------------------------------------------------------- 1AJ
.1 - ,, I --- sii9 Z
2. 15ft Riparian Setback
2.8
C ti ------- -------
WITnads
Centerlin®
existing 4-
JOHN SIKORSKI
PIN: 7346.03.03,3860
(92.8
Z
D8 1125, PG 263
Proposed
610 PIGOTT ROAD Boat Lifts
'11t48 2. STRA ITS 19.0 ul
GLOUCESTER, NC 28528 i "1 18
(All Slips)
8.13 ACRES
3.2
NO ZONING A. '!'.2 &,3.2 22.0
3.2 S3.3 193.2 2 4) ' S 3.3 3.2 3.2 . A5 1191-CDI-�'!�-.5 -1 -�nelond
�O f� X3.5 ®3.6 S3.5 192.9 IS
.0 2.8 19.0
16.3
NORMAL 'D2.8 & 16.3 S
;
11 HIGH 0 8 FiProposed 2.8 15.8 9.0 85"0
,WATER TP nger Piers( Proposed Eft 2,8 4.4
LINE
aft x 28ft Wide Dock 3.4
AREA SAV-
v 8/
Nlf 6'52"W
OBSERVED
fps 2 TELE PEDS 0
�PRESEt, DURING N1556'52W 801,0,3, 15ft Riparian Setback
S t U. ------------ ------- --------- ---------
0
F-1 71-t
-- ---------------------------------------------------------------------------- ---------------------------------
WATE-R9 -LAN E­
ECM 1p - - - - - - - - -- - - - - - - Riparian Corridor Limit
(15' WIDE PRIVATE LANE, EIP Existing Riprop
EIP 2.7 APPROXIMATELY 4600' TO BROWNS ISLAND
Ex.,'Isting Dock
NO SHELLFISH
MARY LOUISE NELSON ECM WERE IN AREA OF OBSERVED 110
I
f " " 0
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PIN: 7336.04.93.9823 SURVEY
DB 843, PG 402
PIGOTT ROAD GRAPHIC SCALE
GLOUCESTER, NC 28528 C�
4.15 ACRES (BY GIs) �ECM 100 0 50 100 200 400 >
NO ZONING
DALLAS D. ROSE CHRISTOPHER SHUE
PIN: 7346.03.03.1449 PIN: 7346,03.03.1396 Overcll P l c n View
DB 676, PG 157 DS 1127, PG 230 7CHANNEL MARKER RED 46
WATERS LANE WATERS LANE FN FEET
404 Wetland
Line
6
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..... ......
Landward 00
00
Extent
Coastal
Wetlands
R'-
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0 EIP - EXISTING IRON PIPE
0 IPS - IRON PIPE SET
o CONCRETE MONUMENT
c1l, POWER POLE
ADJOINING LOT LINES
404 WETLAND DELINEATION POINT
Normal Low Water Depth Location
Boat Slip Number
--5-- Existing Contour
,-<5)--Proposed Contour
Proposed I -ill Area
NOTE: See 404 Wetlands Survey
for additional property boundary
and wetlands information,
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
CH BEARING
Cl
243.57
388.59
239.61
N 3'16'25"E
C2
145.40
538-.84
144.40
N43'42'0 "E
W.JU1.jr-,Z1 I LIN, I'll, 40540 GLOUCESTER, tm, 1'4C' 40520 1 inch = 100 f t.
0307 ACRES (BY GIs) 0.927 ACRES (BY GIs)
NO ZONING NO ZONING
Finger Pier
Construction wl P,T. Lumber, I-IDG or
Better Fasteners & Appropriate For Use &
Location
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & standards.
q/
2 0 1 2 1 0 0
-Lau In addition to the pier and boardwalk construction,
Minimum aft from bottom of
decking to wetland substrate
Existing
Construction w/ P.T. Lumber, HDG or grading as indicated by the finished contours (followed
Better Fasteners & Appropriate For Use & immediately with permanent stabilization of
F, a T N R C(
Location areas with sod or grass seed mulch is f�"J �
T
Ir
i
NOTRIELEASEE mir oN ISTRI
All construction subject to structural design, li��l ' 0 12
selected manufacturer specifications & -
applicable Building Codes 8t standards.
QUALIri-
Planning and Perrnit Facilitation by
COASTAL PLANNING SE RN-ICES, INC.
Kathy B. Vinson, -AICP
Comprehensive, Land Use.Planninyr and Development Assistance
Z.
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557 Fay. 252.24"11.5875
1..t en ral NQtes
This plan document for NCDENR-DCM
LAMA Permitting Purposes ONLY
• Construction shall be in accordance
with all applicable Building,
Accessibility & other Codes and
Standards.
All dimensions, locations, utilities, et
cetera to be carefully verified by
owner and contractor prior to
structural or other further design
&/or construction.
Topographic Survey / Base Map
Provided by
Newcomb Land Surveyors, LLC
246 West Millbrook Road
Raleigh, NC 27609
919 847--1800
fax [phone]
REVISIONS
9/14/12 per CPSI
9/21/12 per DCM & CPSI
10/3/12 per 0CM & CPSI
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