33-15 Town of Vandemere

Permit Class
NEW
Permit Number
33-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Town of Vandemere, PG Box 338, Vandemere, NC 28587
Authorizing development in Pamlico County adi. to Long Creek, at 86 Griffin Road, in
Vandemere , as requested in the permittee's application dated 12/18/14. including the
attached workplan drawings (17)12 dated 12/18/14 and 5 dated revised 1115115.
This permit, issued on March 6, 2015 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to tines, imprisonment or civil action; or may cause the permit to be nun ana vota.
Excavation
1) Unless specifically altered herein, the dimensions of the area to be excavated shall not exceed the area
that is expressly and specifically set forth in the attached permit application and workplan drawings.
Any proposal to change the area to be excavated shall require permit modification.
2) The temporary placement or doubling handling of excavated materials within waters or wetlands is not
authorized.
(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, 2018
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
S V0
r
&'= ` Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature ofPermittee

Town of Vandemere Permit # 33-15
Page 2 of 4
ADDITIONAL CONDITIONS
3) No vegetated wetlands shall be excavated or filled, even temporarily.
4) No excavation shall take place outside the area indicated on the attached workplan drawings.
Excavation shall not exceed -6.0 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of the connecting waters.
Spoil Disposal
5) All excavated materials shall be confined above normal water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into
any marsh or surrounding waters.
6) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Shoreline Stabilization
7) The authorized bulkheads shall adhere to the alignment depicted on the attached workplan drawings.
8) The bulkheads shall be constructed prior to any backfilling activities.
9) The bulkheads shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
10) The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Department personnel.
11) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
12) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
Docking Facility
13) Unless specifically altered herein, this permit authorizes the construction kayak launch, floating staging
dock courtesy docks, and the reconfiguration of the existing docking facility, and the 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
public boat ramp facility without permit modification. No non -water dependent uses of structures shall
be conducted on, in or over public trust waters without permit modification.
14) The associated structures shall have a minimum setback distance of 15 feet between any parts of the
structure and the adjacent property owner's riparian access corridors.
15) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
water at or adjacent to authorized work.
1

Town of Vandemere
Permit # 33-15
Page 3 of 4
ADDITIONAL. CONDITIONS
16) 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 abandons the
permitted activity without having it transferred to a third party.
17) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
18) 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 a minimum, permanent
reflectors shall be attached to the structures in order to make them more visible during hours of darkness
or inclement weather.
19) This permit authorizes six formalized boat slips.
Boat Rama
20) Unless specifically altered herein, this permit authorizes two boat ramps, all as indicated on the attached
workplan drawings.
21) The boat ramps shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
Upland Development
22) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the asphalt parking lot and
privacy fence, all as expressly and specifically set forth in the attached permit application and workplan
drawings. Any additional land disturbing activities and/or construction may require a modification of
this permit. Contact a Division of Coastal Management representative at [phone] for this
determination.
Sedimentation and Erosion Control
23) In order to .protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
24) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
25) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.

Town of Vandemere
Permit # 33-15 1
Page 4 of 4
ADDITIONAL CONDITIONS
General
26) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
27) 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.
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: 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 development or
land disturbing activities are not allowed within the Environmental Management Commission's
Neuse River Basin. Contact a representative of the Division of Water Resources at (252) 946-
6481 for more information concerning allowable uses within the Neuse River Buffer.
NOTE: The permttee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
15-0037.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
198000291.
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.

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
December 18, 2014
Division of Coastal Management
Attn: Brad Connell
400 Commerce Ave.
Morehead City, NC 28557
RE: CAMA PERMIT APPLICATION FOR VANDEMERE WATERFRONT PARK & BAA
Dear Brad,
NCWRC, in partnership with Town of Vandemere, is applying for a CAMA Major Permit for
Vandemere Waterfront Park & Boating Access Area in Pamlico County. Existing marina facilities are
proposed to be renovated and new construction of a public boat ramp is proposed within the park.
Enclosed is a CAMA Major Permit application that has been revised per your pre -application review.
If you need to make any minor, clerical corrections to this application you have my permission to do
so.
Feel free to contact me if additional information is required. My email address is
sara.shermanAnowildlife.ora and my phone number is [phone].
Thank you for your time and attention for this project
SS
Enclosures
Respectfully,
sl�_
Engineering & Lands Management
RECEIVED
DEC 2 2 2014
DCM-MHD CITY
DIVISION OF ENGINEERING & LANDS MANAGEMENT
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699-1720
Office Location: 1751 Varsity Drive • Raleigh, NC -Telephone: [phone] • Fax: [phone]

�V-
IN MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Town Of Vandemere
Vandemere Waterfront Park & Boating Access Area
Applicant 1: First Name
MI
Last Name
Tom
Woodruff
Applicant 2: First Name
MI
Last Name
N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
P.O. Box 338
Vandemere
NC
ZIP
Country
Phone No.
FAX No.
28587
USA
252-745-5473 ext.
252-745-5480
Street Address (if different from above)
State
ZIP
1042 Pennsylvania Ave
FVandemere
NC
28587-
Email
vandemereclerk@l ive. oom
2. AgentContractor Information
Business Name
RECEIVED
Nc Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
Last Name
Sara
J
Sherman
F ?7 W-N4Ht5 t-"
Agent/ Contractor 2: First Name
MI
Last Name
N/A
Mailing Address
PO Box
City
State
1720 Mail Service Center
N/A
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
919 - 707 - 0164 ext.
919 — 758 - 9302 ext.
FAX No.
Contractor #
919 707 0162
N/A
Street Address (if different from above)
City
State
ZIP
1751 Varsity Dr
Raleigh
NC
27606-
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for�I
Major Development \
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
86 Griffin Rd
N/A
Subdivision Name
State
Zip
N/A
771�
demere
NC
28587-
Phone No.
Lot No.(s) (if many, attach additional page with list)
N/A - ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse
Log Pond Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Bay River
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.
Vandemere
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
2308
327,866
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 ❑NHW or ®NWL
e.
Vegetation on tract
Mature pine trees and grass are on most of property. Shrubby/bushy areas along Griffin Road
f.
Man-made features and uses now on tract
2 Town park facility buildings, 1 shed, 2 gazebos, 2 gravel driveways, marina docks, 2 sections of shoreline are
bulkheaded.
RECEIVED
g.
Identify and describe the existing land uses adlacent to the proposed project site. SFr. 2 2 2014
Single family home to the south. Undeveloped/Agricultural on all other sides. DCM-MHD CIT►
In.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Business
(Attach zoning compliance certificate, if applicable)
Was ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No DNA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No DNA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development
m. (i) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the site?
[]Yes SNo
(Hill If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Buildings have sewer as part of Bay River Metropolitan Sewer District
o. Describe existing drinking water supply source.
County water
DEC. 2 2 10g
p. Describe existing stone water management or treatment systems.
BEM+-"MH EIIY
Runoff is allowed to sheetflow into canals and creek.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial SPublic/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Vandemere Waterfront Park and the Vandemere Boating Access Area within it will be open to the public free of charge 24/7.
NCWRC will be responsible for major infrastructure maintence. Town has an agreement with Pamlico County to keep the
grass cut. Town staff will be responsible for trash pick up. The park is unmanned.
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.
Ramps will be poured on high ground and pushed into water with bulldozer onto rock base that will be placed with an
excavator. Dredging will be bucket4o-barge. Equipment will be stored on -site and barges will be stored in the canal.
Equipment will include barge, bulldozer, excavator, dump truck, back hoe, grader, roller, and paver.
d.
List all development activities you propose.
2 concrete boat ramps, bulkhead shoreline of northern canal, maintenance dredging in northern canal, asphalt parking lot,
privacy fence next to single-family home, small section of new gravel driveway, marina dock renovation and replacement,
and a step -style canoe/kayak launch.
e.
Are the proposed activities maintenance of an existing project, new work, or both? both
I.
What is the approximate total disturbed land area resulting from the proposed project? 3 ❑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.
Rainfall runoff currently does and will continue to sheetflow into canals and creek.
i.
Will wastewater or stonnwater be discharged into a wetland? ❑Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No SNA
j.
Is there any mitigation proposed? ❑Yes SNo ❑NA
If yes, attach a mitigation proposal.
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Form DCM MP-1'(Page 4 of 4)
APPLICATION f
Major Development Perm
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) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
. A project narrative.
. 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.
. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Ruby Huggins Phone No. unknown
Address 3486 Hwy 11 North, Kinston, NC 28587
Name Louis Patterson McCotter Phone No. unknown
Address P.O. Box 185 Vandemere, NC 28587
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.
unknown
. Signed consultant or agent authorization form, if applicable.
Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property ownegN l.A
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.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 1GJ1 J %J0101.4 Print Name _NCWRC/Sara Sherman
Signature RECEIVED
DEC 2 2 2014
Please indicate application attachments pertaining to your proposed project. BErot=h1MB �Itt
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
N/A
dredging:
N/A
2 @ 84'
N/A
N/A
N/A
340'
Width
ranges 30'-
2 @ 15'
70'
Avg. Existing
-3'
above NWL
NA
NA
Depth
Final Project
-6'
6'
NA
NA
Depth
11. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
2250 cubic yards (2000 dredging, 250 boat ramp construction)
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
OWL 248 ❑None
(ii) Describe the purpose of the excavation in these areas:
construct boat ramp structure. Dredging of canal.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On -site: parking lot subgrade and bulkhead backfill
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL 199 [-]None
(ii) Describe the purpose of disposal in these areas:
bulkhead backfill
b. Type of material to
sandy dirty
d. High -ground excavation in cubic yards.
10 cubic yards
❑This section not applicable
b. Dimensions of disposal area.
Parking lot area = 360'x250'. Area behind north bulkhead =
150'x25'. Area behind south bulkhead = 340'x25'
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
on -site
f. (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A RECEIVED
DEC 2 2 2014
DCM-MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaviement.net revised: 12/26/06

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 — Structures)
a. Type of shoreline stabilization: b. Length: 150 north side of canal. 340 south side of canal
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 9" deal) vinyl cross-section
c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 2'
e. Type of stabilization material:
Vinyl Sheetpile bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill0 Other
I. Source of fill material.
quarry and dredge spoils.
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
h. Type of fill material.
No. 57 stone and dirt
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be Dlaced in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water 4
(III) Dimensions of fill area 10' x 4'
(iv) Purpose of fill
Construct steps for canoe/kayak launch. Will be pre -cast
concrete steps on top of a 1' stone base
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Turbidity curtain will be placed across canal. Silt fence will be
installed. An Erosion Control Permit will be required prior to
construction.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Barge, bulldozer, excavator, backhoe, dump trucks, roller, paver.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes [--]No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
The 404 wetlands that are to be filled with be crossed with
equipment to construct the new bulkheads.
fifi/"'61VGC
13, 1 h/dOle} Date NCWRC/Sara Sherman DEC 22 704
Vandemere Waterfront Park & BAA
Project Name
Applicant Name
si� _e__,
Dam- IMP) CIfY
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmananement.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. t
To remain: 2 buildings, 1 gravel driveway, & 2 gazebos.
To be constructed: asphalt parking lot, privacy fence
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: Will be obtained prior to
construction.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
3.1 %
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
19.8%
j. Describe proposed method of sewage disposal.
Existing bulkdings receive sewer service through Bay River
Metropolitan Sewer District. No new buildings that
require additional sewer service are proposed.
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).
Rainfall runoff will continue to sheetFlow into canals and
creek.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt parking lot. Concrete boat ramp. Gravel service
driveway connection between 2 buildings.
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 ❑NA
(it) If yes, list the date submitted: 12/12/2014
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stom1water
design? IdECEIVED
❑Yes ®No ❑NA
If yes, attach appropriate documentation. DEC 8 E 2014
DeM•MMI4 effy
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Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
County water exists on the site to serve the 2 existing
buildings. No new facilities that will have water are
proposed.
o. When was the lots) platted and recorded?
Deeded to Town of Vandemere 8/26/2013.
Date
Vandemere Waterfront Park R BAA
Project Name
NCWRC/Sara Sherman
Applicant Name
APP'Qant signature
n. (i) Will water be impounded? []Yes ®No []NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
DEC. $ 2 2ov
DCM-MMB 61Ty
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (1) Is the docking facilk/marina:
❑Commercial NPubliclGovemment ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 5(1 between boat ramps. 1 coutesy dock
adjacent to boat ramps. 1 marina shoreline dock behind
bulkhead. 2 marina fixed docks paralleling shorelines
(III) Length BAA floating dock = 60'. BAA courtesy dock =
30% marina shoreline dock = 80, 2 marina fixed docks = 399
(iv) Width BAA floating dock = 8'. All other docks = 6'
(v) Floating ®Yes ®No
e. (i) Are Platforms included? []Yes ®No
If yes:
(ii) Number
(III) Length
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
6 (0 new, just reconstruct existing)
(ii) Number of slips existing
6
❑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:
(ii) Number 4
(III) Length 2 (a14'. 2 010'
(iv) Width 3_5'
(v) Floating []Yes ®No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
(ii) Number
(III) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage (vwet slips") only, number of slips: 6
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps:
® Other, please describe:
canoe/kayak launch
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
®Open water; dredging for basin and/or channel mix of motorboats & sailboats
❑Open water; no dredging required
[]Other; please describe:
RECEIVED
k. Typical boat length: 18' - 30' I. (1) Will the facility be open to the general public?
DEC 2 2 71114
DGM-MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4) /
m. (i) Will the facility have tie pilings? ®Yes []No �j�✓f
®Yes []No
(ii) If yes number of tie pilings?
14 tie pilings in the marina slips will be replaced.
2. DOCKING FACILITY/MARINA OPERATIONS [I This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
E Toilets for patrons; Number: 2; Location: toilets exist in 1 of the existing buildings. No new restrooms proposed.
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Buildings receive sewer service through Bay River Metropolitan Sewer District. No expansion of existing sewer needs are
proposed.
c. Describe the disposal of solid waste, fish offal and trash.
No fish cleaning stations are proposed. Town staff will be responsible for trash pick up.
d. How will overboard discharge of sewage from boats be controlled?
Signed that it is not permitted.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2. 1 in front of each group of 3 marina slips.
(I) Give the location and number of "Pumpout Available" signs proposed.
N/A
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?
N/A
In. Give the number of channel markers and "No Wake" signs proposed. N/A
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
Transient docking only. 48-hour maximum.
k. Describe design measures that promote boat basin Flushing? RECEIVED
N/A
BEE 12 PIA
06M"MM9 CITY
252-80111 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Currently only 6 slips and additional shoreline docks. All marina strutures are proposed to be reconstructed. Addition of 2
boat ramps and a canoe/kayak launch are proposed as part of this project.
in. 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
(SEI), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SS
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 lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
(ii) Number
(III) Length
IN) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, 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):
❑Commercial ❑PubliGGovernment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
252-808-2808:: 1.888-4RCOAST:: w .nccoastatmanaaement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
50' to north
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
140' (creek) & 50' (canal)
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
closest docks are 192' to NE and 194' to East.
d. Water depth at waterward end of structure at NLW or NWL
-6'
8. OTHER ®This section not applicable
a. Give complete description:
1 a/lslao��
Date
Vandemere Waterfront Park & BAA
Project Name
NCWRC/Sara Sherman
Applicant Name
Appp ant Signature
RECEIVED
DEC 2 2 2014
DCM-mH5 Gln'
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

pnr'
Proposed Vandemere Waterfront Park and Boating Access Area
CAMA Permit Narrative
December 2014
NC Wildlife Resources Commission and the Town of Vandemere are in partnership
applying for a CAMA Major Permit for new public boat ramp construction and renovations to
existing docks and marina structures at Vandemere Waterfront Park.
The project site property is owned by Town of Vandemere. It was purchased in 2013
and is a CRFL project. The majority of the property is undeveloped, however some town park
buildings/facilities and 2 gravel driveways exist on the site.
The site is on Log Pond Creek. The southern property boundary is a creek tributary and 3
small canals exist on the property. All 3 of the canals have some docks and/or stabilized
shorelines. There are 6 marina slips and additional shoreline docks. Some small areas have been
bulkheaded and there is rip rap stabilization at the mouth of all 3 canals. No specific site history
is known, but observed site features present in the canal indicate it has been dredged and
undergone man-made modifications in the past.
Upon completion this project would be a Town Park with a NCWRC Boating Access Area
(BAA) operating within the park open to the public free of charge 24/7.
The proposed boat ramp would be located on the northern canal, which is the largest of
the 3, and the one with evidence of past manmade modifications. The proposed boat ramp
development includes 2 concrete launch lanes with a center floating dock. The proposed ramp
would be to a depth of -6' (based on NWL = 0). It is anticipated that this site would be used by
both motorboats and sailboats with keels so the 6' depth is necessary to accommodate all types
of boats. A courtesy dock next to the boat ramp is also proposed.
Dredging in the north canal is proposed to connect the 6' deep boat ramp to the existing
-6' contour at the mouth of the canal. Proposed dredge volume is 2,000 cubic yards. Dredging
would be bucket -to -barge. Material would be dewatered on -site and then used for bulkhead
backfill and parking lot subgrade. The canal will be bulkheaded.
The existing marina docks are in poor condition and only 4'-wide. Marina renovations
include replacing the existing docks with 6'-wide docks. A majority of the docks will remain in
their current locations, however a portion further into the canal will be relocated to behind the
bulkhead to widen the path for boats accessing the boat ramp. The finger piers will be redecked
in their current configuration and the existing 6 marina slips will remain as is. In the southern
canal a step canoe/kayak launch is proposed. It will be 10' wide and be pre -cast concrete steps.
No live concrete shall be placed in the creek water. The Town has received a CAMA grant for
the construction/renovation of the marina area.
The concrete boat ramp slabs will be poured on high ground. The rock base will be
placed and then the ramp slabs will be pushed into place with a bulldozer. No live concrete will
come into contact with the creek water.
447 square feet of 404 wetlands exist in the project area and are to be filled as part of
boat ramp and bulkhead construction. A preliminary JD was obtained in 2014 and a copy is
included with this application.
The upland portion of the project includes an asphalt parking lot. There will be 30 RECEIVED
vehicle -trailer spaces, 10 single car spaces, and adequate ADA spaces. Park buildings will WTI$ ?n,A
D6M=MMD CITY

on site. One of the gravel driveways will be abandoned and a small portion of new gravel
driveway will be constructed to connect both buildings to the same service driveway.
The proposed project will result in 19.8% impervious surfaces. NCWRC is also applying
for a Low Density Stormwater Permit as part of this project. Curbing is limited to interior turns
where drivers could turn too sharply. The rest of the parking lot will be level with finished grade
to allow for sheet slow.
A Neuse River Buffer is in affect at this project site. Within the Neuse River Buffer, the
only proposed impervious surfaces are the boat ramp which is water -dependent. A gravel
driveway that currently exists within the Neuse River Buffer will be abandoned as part of this
project.
The proposed development will result in over 2 acres of area of disturbance. An Erosion
& Sediment Control Permit will be required prior to construction.
The project location is on Griffin Rd. Griffin Road is a Town street on 30' ROW and not a
DOT street. The existing road is approximately 15'-wide. No road construction is proposed as
part of this project. The road will be converted to 1-way using signage. The turn off of
Pennsylvania Ave will be 1-way towards the boat ramp. The driveway curbs are designed to be
offset from the existing edge of pavement so that future widening of this road is not inhibited.
RECEIVED
DEC 3 2 .Znu
9eM•MH9 EITy

VANDEMERE WATERFRONT PARK & BAA
86 Griffin Rd
Vandemere, NC 28587
Pamlico County — Log Pond Creek
From Intersection of NC
55&NC304in
Bayboro:
1. Travel east on NC
304.
2. Turn right onto NC
307.
3. Turn left onto
Griffin Rd.
4. Site will be on right.

PROPOSED BULKHEAD + SHORELINE DOCK PROFILE
SCALE 1"= 5'
�-��y66 iRFAiEp CAGEppRO$(ORAO�11 �3
ELDREOWITH �XTSOUARE XFAp£DTREATEOIXiEPoOF pECpNOSLREWS ��
/ MMPATIBLE X4-TIMWROLT ICOU(,' RSWC URPoRT) A6
Y4"TIMBER BOLT (COUNTERSUNp 3 �yye
AM SAIPSONHZ.SA HURRICANETIES Qk{A tg
�4X6 STRINGERS.4PJO(NTED ATALIcRNAi1NGGJ 60AROS
M. 6T ST
FINED MM MSC S:D/IhD MM cQF PASxfR Ylp NVr [y
"GK RGE MAF! /0" pWCRR RtE CEAP( •� o e• a a? .wRorcD Eaae . 2' w�ER ,Jtl
:•, a" rear eaRos �/.• w• nuew ear mews eo
v.-zb' rtG vAulERs s nu-
.F6 SIItu'2R5 N. ORAp SJ A X 6" IWAIIXS BQ 2D
ro awn WMJ%"nue ears
EggswrzR ma'WAux earm rRAovw rc r-xocx"imD m ]/." W6ER ear (cwnrtasw� I y�
2 aT0aECn( ArV II p' x
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vrvevrvmwvnwyywmw�u'C
�a

PROPOSED IMPERL10US SURFACES
Total Impervious Surfaces = 65,044 FT' (19.8 %)
Proposed Surfaces in 75-AEC = 5,353 FP (3.1 %)
Proposed Surfaces in 30'C4MA OIIse1= 1, 155FT'(1.7%)
ProposedSmlaces in Nauss MwBuBer= 1,915F7'
(1155in Zane 1,760inZane Z)
ASPHALT PARMNG LOr DRIVEWAYS,
ANO MANEUVER AREA
(DETAILS SHEET 2.J)
NEW GRAVEL DRIVEWAY CONNECnON HERE M EUMINAIE 2ND
GRAVEL ORA01AY W PARK BUIKOINGS
OFFSET DRIVEWAY RADIUS CURBS
TO NOT INHIBIT ROAD WIDENINC—
PRNACY
'2 CONCREn: BOAT RAMP MW
WIM CEMER FLNUNC DOCK
(DETAILS SHEET 2-1)
156• NEW BULKHEAD fl 5 INTO
EX15nNG
LAMA 75' AEC
50' NEUSE BUFFER ZONE
a � `
�,FL+`' -- --R —{- NE(ISAE R. BUFTER ZONE 1
UNE f 15' OFFSETS
-^^EDGE AREA TO CONNECnNC
DEFT OF -6'
'
DOCKS RECONSIRUC7E0
/ (0U.LS SHEET Z2)
LOG POND CREEK,' SC
no IN EXISONCBRILP RM �•\�� / \
to 4
i�Ny,+:... 't (,�?;�� ✓ KSTPS FOR AYAK LAUNCH
W Vl
PARK BU401NGS/SMUCIU W REMAIN
IO -WAY VG SICNAG . �
Scale 1" = 100'

----------------
\ 51 O
1
122'
JR'
1
1 J6.
—
\
1 oURLfS'OOGI _____—_____—
-------------�
�—`
\ \\ --,,�
r'�`
+
— — —
54ALL AMOUNr of
CONNECr NE Wg
�_�—__
Itz �
PROPOSED MARINA/DOCKING FACILITIES
6lormalmed manna ships remain
406'o{shoreline dm* (6' width) in
Town Pa"annaArea
30'dong z 6Wde courtesy dock in boat
ramp area
r
or Canoe/ko}rok launch kT
W
Scale 1' = 30'
BULMW REMAINS
ANC RIP RAP REWNS
ES
O_
;'•'�������\a� ICI
r
p
2.2

PROPOSED s DI 0PO AND
FlLL ARa Pa KING LOT SUBGRAOE 8
AND GRADING WAAROS SHORELINE
PROPOsm SPOIL DISPOSAL AND
FlLL ARa BACKFILL BEHIND NEW •l Eg
BULKHEAD✓ AREA OF DISURBANCE g g
UP BEHIND WN DURING 3
CONs]RUC AND DFAOIAAN r o$ e
ff
/I /Q
/ PROPosm DREDGE AREA 39
A Fl64CK DISPOSAL dNNV- - ,\
LL REA' 84CKALL BEHND NEW
I BULKHEAD. \ _
ID 5' AREA OF DISTURBANCE UP
!l UP TO BEHIND WALL DURING LL
CONSRtUCUGTlON AND DEADA4W
�-»� INGTAWDO '
rz
LXLI
PRO�so
\ •/ W U
�CONSWC AREA OF DISTURBANCE ,
CONSTRUCT NEW sEGYENT OF
(RAVEL DRIVEWAY Co
Q
FEV INY1015
µ vagemme.Nq
1 0 0 70 200 300
wa
Scale 1" = 100'
zA

PROPOSEDIMPERV/OUS SURFACES:
TDW impervious Surfaces = 65,044 FP (19.8%)
Proposed Sudeses in 75'AEC = 5,353 FT' (3.1 %)
Proposed SMsees in 30'CAMA Offset= 1, 155FT'(1.7%)
PmposedSurfacesm NeusefWwBuBer= 1,915FT'
(1155m2bae 1,760ioZone7)
PROPoSEO STOR/WAI
FLOW ARROWS (I ..)
PROPOSED CONMURS
75' AEC
D' NEUSE RNER BUFFER Z E Z
-CA669 30' OFFSET/
�► may))/` — \ '� — � � — —'��
Scale 1 "/ = 100'
W
ti
3
i�

DCM Coordinator: �. C �d� Permit #:
MAILING DISTRIBUTION SHEET
Permitee:
Agents:
�1/GGv�
DCM Field Offices
Elizabeth City ✓
Morehead City
Washington
Wilmington
(with revised work plan drawings)
US ACOE Offices: /
Washington: Raleigh Bland J
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Tyler Crumbly
Cultural Resources: Renee Gledhill -Early
Public Water Supply: Diane Williams (WIRO)
Joey White (WARD)
Marine Fisheries: Shane Staples
NC DOT: Ken Pace
Shellfish Sanitation: Patti Fowler
State Property: Tim Walton
Water Quality: Karen Higgins (Raleigh) /
John Hennessy (NC DOT)
Washington: Anthony Scarbraugh-401
Scott Vinson-Stormwater
Wilmington: Joanne Steenhuis — 401
Chad Coburn - 401
Linda Lewis - Stormwater
Wildlife Resources: Maria Dunn (WARD)
Vacant (WIRO)
LPO:
Fax Distribution: Permitee
Agent #:

® HR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 9, 2015
Town. of Vandemere
P.O. Box 338
Vandemere, N.C. 28587
Dear Sir or Madam:
Donald R. van der Vaart
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the copy and return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work'and review
all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to
be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site, To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
I Mi
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer

Y'
NOT A CAMA PERMIT
DENR
North Carolina Department of Environment and Natural Resources.
Pat McCrory
Governor
January 26, 2015
Donald R. van der Vaart
Secretary
DWR # 15-0037
Pamlico County
Town of Vandemere
Attn: Mr. Tom Woodruff
PO Box 338
Vandemere, NC 28587
Subject: Approval of 401 Water Quality Certification with Additional Conditions
Approval of Neuse River Riparian Buffer Impacts with Additional Conditions
Town of Vandemere Boating Access Area —86 Griffin Road, Vandemere
Dear Mr. Woodruff:
You have our approval for the impacts listed below for the purpose. described in your application dated
January 7, 2015 and received by the Division of Water Resources (Division) on January 12, 2015 with
subsequent information received on January 15 and 26, 2015. These impacts are covered by the attached
Water Quality General Certification Number 3900, Neuse River Riparian Buffer Rules, and the conditions
listed below. This certification Is associated with the use of CAMA Major Permit and General Permit(s)
198000291 issued by the US Army Corps of Engineers (USACE). This Certification allows you to use the
CAMA Major Permit when the Division of Coastal Management Issues it. 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.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit
and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
ggneral conditions of the Certification are met. No other impacts are approved, including
incidental impacts. [15A NCAC 02B .0506(b)(c)]
Type of Impact :
Amount Approved
Amount
Plan location/ .
(units)
Approved
Reference Attached
Permanent
(units)
Temporary
Wetland
W-1(Fill for Boat Ramp Construction)
0.005 (acres)
0 (acres)
CAMA Major App.
Sheet Nos.1.2 & 2.1
W-2 (Excavationfor Boat Ramp
0.006 (acres)
0 (acres)
Construction) I
I
Divislon of Water Resources- Water Quality Regional Operations Section - Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] Fax: [phone] Internet www.nodenr.gov
An Equal Oppomnyty IAnhmedve Action Employer —Made in pat by mcyded paper

Town of Vandemere
Attn: Mr. Tom Woodruff
DWR k 15-0037
401 AND BUFFER APPROVAL
Page 2 of 5
Open Waters .
OW-1(Dredging)
0.37 (acres)
0 (acres)
CAMA Major App.
Sheet No. 2.2
OW-2 (Fill for Boat Ramp Construction)
0.03 (acres)
0 (acres)
CAMA Major App.
Sheet Nos. 2.1 & 2.2
OW-3 (Shading from Dockage)
0.09 (acres)
0 (acres)
Buffers -Zone 1
B-1(Fill for Boat Ramp Construction)
1,155 (square feet)
0 (square feet)
CAMA Major App.
Sheet No. 2.0
B-2 (Bulkhead Construction)
0 (square feet)
12,500 (square
CAMA Major App.
feet)
Sheet No. 2.4
Buffers -Zone 2.
B-3 (Fill for Boat Ramp Construction)
1,760 (square feet)
0 (square feet)
CAMA Major App.
Sheet No. 2.0
2. This approval is for the purpose and design described in your application. The plans and
specificatlons for this project are incorporated by reference as part of the 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 approval letter and General Certification and is responsible for complying
with all conditions. [15A NCAC 02B .0507(d)(2)]
3: Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certification(s) 3900. [15A NCAC 02B .0507(c)]
4. Wetland Boundary Protective Fencing
The wetlands within 50 feet of areas of disturbance shall be clearly marked with orange
warning fencing (or similar high visibility material) to protect the remaining wetlands onsite
from being impacted. This shall be done during the Initial stage of construction. 15A
NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507 (c)]
S. The Permittee shall replant the vegetation within temporarily disturbed areas associated
wilth this project in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and woody
vegetation. Disturbed areas with pre-existing forest vegetation must be replanted with
fdIrest vegetation including at least two different native hardwood tree species at a density
syfficient to provide 320 trees per acre at maturity. This density can usually be achieved by
planting approximately 436 (10 x 10 spacing) to 681 (8 x 8 spacing) trees per acre.)
Rgstoration of trees/shrubs/forest must be completed by the first subsequent planting
season (November 1 through March 30). Note, if the tree plantings do not survive, they
will need to be replaced such that the density is sufficient to provide 320 trees per acre at

Town of Vandemere
tJ "
Attn: Mr. Tom Woodruff.
I DWR # 15-0037
401 AND BUFFER APPROVAL
Page 3 of 5
maturity. [35A NCAC 02H .0507 (c), 15A NCAC 021-1.0506 (b)(3), and 15A NCAC 02B .0233
(41
6. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Washington Regional
Office at 252.946.6481 and after hours and on. weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act. 115A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC
028.0200 (3)(f), and GS 143 Article 21A]
Turbidity Standard.
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. 115A NCAC 02B .02201
8. Re Opener Clause
The Town of Vandemere and their authorized agents shall conduct their activities in a
manner consistent with State water quality standards (including any requirements resulting
from compliance with section 303(d) of the Clean Water'Act) and any other appropriate
requirements of State law and federal law. The Town of Vandemere shall require their
contractors (and/or agents) to comply with all of the terms of this Certification, and shall
p iovide each of their contractors (and/or agents) a copy of this Certification. A copy of this
Certification shall be included In the construction contract and available on the job site at
all times. If DWR determines that such standards or laws are not being met (including the
fajlure to sustain a designated or achieved use) or that State or federal law is being
v lated, or that further conditions are necessary to assure compliance, DWR may
rePevaluate and modify this certification to include conditions appropriate to assure
cqmpliance with such standards and requirements in accordance with 15A NCAC
2H.0507(d). Before modifying the certification, DWR shall notify the Town of Vandemere
and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC
2H.0503 and provide opportunity for public hearing in accordance with iSA NCAC 2H.0504.
ATy new or revised conditions shall be provided to DWR in writing, shall be provided to the
Upited States Army Corps of Engineers for reference in any permit Issued pursuant to
Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for
le project.
9. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant is required to return

Town of Vandemere
Attn: Mr. Tom Woodruff
DWR # 15-0037
401 AND BUFFER APPROVAL
Page 4 of 5
the attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H
.0507 (c)]
10. The applicant and/or authorized agent shall provide a completed Certificate of Completion
farm to the Division within thirty (30) days of project completion (available at
httP•//Portal ncdenr ore/web/wa/swo/ws/401/certsandpermits/apply/forms). 115A NCAC
02H .0506(b)(5)]
11. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
i
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is
considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in
the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding
official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
i
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS, FedEx,
etc.):
Office of;Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, ryC 27699-6714 Raleigh, NC 27609-6285
One (1).copy of the petition must also be served to DENR:
C. Evans, General Counsel
of Environment and Natural Resources
Mail Service Center
;h, NC 27699-1601.
This letter completes the review of the Division under section 401 of the. Clean Water and Neuse River
Buffer. Rules. Please contact. Anthony Scarbraugh at 252-948-3924 or [e-mail] if
you have any que;tions or concerns.

lW
Town of Vandemere
Attn: Mr. Tom Woodruff
DWR # 15-0037
401 AND BUFFER APPROVAL
Page 5 of 5
Sincerely,
Robert Tankard, Assisti nt Regional Supervisor
Water Quality Regional Operations Section
Division of Water. Resources, NCDENR
Enclosures: GC 3900
Certification of Completion
cc: Daniel Govoni, DCM Morehead City
Brad Connell, DCM Elizabeth City
Josh Pelletier, USACE Washington Regulatory Field Office (via email)
Pat McClain, DEMLR WaRO (via email)
Jennifer Burdette, DWR 401 & Buffer Permitting Unit
File
Sara J. Sherman, NC Wildlife Resources Commission,
1720 Mail Service Center, Raleigh, NC 27699

7�711 AGA JAN 12 2015
NCDENR
ri Carolina Department of Environment and Natural Res y( hP ESEp, +a170—%
Pat McCrory Donald P. van der Vaart
Governor Secretary
January 7. 2015
MEMORANDUM:
TO:, Renee Gledhill -Early
NC Department of Cultural Resources Fh
FROIII: Daniel Govoni
Major91ermits Processing Coordinator
SUBJECT: CAitiINDREDGE & FILL Permit Application Review 'bt« I
Applicant: Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
V,andemere:
Proposed' Project: Proposes.to construct,a public, boating access area -consisting' of two, boat
ramps, two sections of vinyl bulkheads, maintenance dredging; of northern
canal, .asphalt parking lot,, privacy fence, replacement,of existing 6-slip
docking.facility,'and a kayak lnuttcli for,publibuse.
Please indicate,below your pgency's position or viewpoint,on, the proposed project and return this,forrn
by January 27, 2015. If you have any questions regarding'the proposed project, please contact Brad
Connell; pervaft officer at [phone]. Ext, 21,4: When appropriate, in-depth corrinents with
supporting data is requested.
REPLY: This agency has no objection to'the project as proposed.
This agency has -no comnient on the proposed project.
This agency approves of the,'projecr only if the reco nniended changes are
igcorpo'rated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED ` lS DATE I'c?a'�S—
400 Commerce Avenue, Morehead City, Norih.Carofina 28557
Phone: [phone] FAX [phone]Internet: www.ncccastalmanagement.net
An Equal Opportunlly PAilinnative Action Employer
JAN1'32515

�DENR
North Carolina Departmenvdf�Environment and Natural Resources
PaY.McGrory Donald R. van der Vaa"rt
Governor- Secretary
RECENED/NCDENWDWR
January'7, 2015 JAN 12 2614
Water Oueiity Regional
MEMORANDUM:opereuons seeuon
WscrilagWn Regonal OHlce
TO: _ Anthopy SearbraughM
Scott,Uinson,
Division -of Water Resources
FROM: Daniel Govoni
Major Permits Processing Coordinator
SUBJECT! CAMA/DREDGE &,FILL PermitApplication Review
Applicant: Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking"facility,'atid akayak launch for public use.
Please indicate below your agency's position or viewpoint on She proposed project and return this form
by January 27, 2015..If you have any questions regarding the proposed project, please contact. Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth commentswith
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 10 DATE 11)_31/I
400 Commerce Avenue, Morehead City, North Carolina-28557
hone 2-808.28081 FAX [phone]• Internet: www.nccoastalmanagement.net
6 An Equal opportunity 1 Affirmative Action Employer

!
„irr,, A RECEIVED
ACD NR JAN 12 2015
North Carolina Department of Environment and Natural Resources .
DCM•Flsherloa
Pat McCrory Donald van der Vaart
Governor Secretary
January 7, 2015 .
MEMORANDUM:
TO: Shane Staples ,
Division of Coastal Management
FROM: Daniel Govoni .
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project:. Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: 41—( 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 4z , LQ /S
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone]ntemet: www.nocoastalmanagementnet
An Equal Opportunity /Affirmative Action Employer

ell
FICDM
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary '
MEMORANDUM:
TO: Daniel Govoni, DCM Assistant Major Permit Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Town of Vandemere, NCWRC Boating Access
DATE: January 2O,2O15
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject permit application for proposed actions that impact fish and fish habitats. The applicant
proposes to build two boat ramps with a floating clock -separating in a dredged canal, install vinyl
bulkhead in the canal to stabilize the shoreline, kayak launch, and replace an existing 6-slip docking
facility along with various upland development including a fence and parking area adjacent to Log Pond
Creek. Along with this development the applicant also proposes to dredge the canal leading into Log
Pond Creek from the proposed boat ramps to a depth of -6.5 feet.
To protect fish and other aquatic species a moratorium on dredging project such as this would be asked
for from April 1—Sept 30. In this case all of the dredging will be within the confines of the canal and the
applicant has stated that a turbidity curtain will be placed across the mouth of the canal during
construction to prevent sediment from entering the adjacent water body. The use of the turbidity
curtain and the easily confined nature of the project area remove any need for a in -water work
moratorium.
Contact Shane Staples at [phone] or shane.staoles(ancdenr.aov with further questions or
concerns.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone]lnternet; www.ncdenr.gov
An Equal oppodunily Wfimrative Action Employer —Made in pad by recycled paper

r..
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Vandemere
2. LOCATION OF PROJECT SITE: The project is located adjacent to Log Pond Creek at
86 Griffin Road, in Vandemere, Pamlico County.
Photo Index — 2006: 79-8247, grids V-5; 2000: 78-857, grids V-5.
State Plane Coordinates - X: 822284.867 Y: 161768.804
Longitude: 076039'51.82"W Latitude:35°11'8.67"N
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date(s) of Site Visit— several, up to 12/18/14
Was Applicant or Agent Present —Yes
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received — cc: 12/22/14
Office — MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan —1994 Town of Vandemere (03/25/94)
Land Classification from LUP — Urban Transition
(B) AEC(s) Involved: PTA, EW, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Municipal sewer
Planned - N/A
(F) Type of Development: Existing — Six -slip docking facility, rip rap, vinyl bulkhead,
2 gazebos, 2 municipal works buildings, 1 storage shed, 3
canals, and 2 gravel driveways
Planned - 2 concrete boat ramps, vinyl bulkhead,
maintenance dredging of northern canal, asphalt parking
lot, privacy fence along southern property boundary,
replacement of existing 6-slip docking facility, and a kayak
launch
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: DRFDGED FILLED INCORP/SHADED
(A) Open Water
18,700 ftZ
1,200 ft�
3,042 ftZ shaded
20,000 ft2 incorp
(B) Section 404 Wetlands
11
199 ft2
(C) High Ground
21,250 ftZ
660 ftZ shaded
(E) Total Area Disturbed: 62,009 ftZ
(F) Primary Nursery Area: No
(G) Water Classification: SC; Sw, NSW Open: No
(H) Cultural Resources: None

Field Investigation Report:
Vandemere BAA
Page 2
Project Summary: The applicant wishes to construct a public boating access area (BAA)
consisting of. two concrete boat ramps, two sections of vinyl bulkhead, maintenance
dredging of northern canal, asphalt parking lot, privacy fence along southern property
boundary, replacement of an existing 6-slip docking facility, and a kayak launch for public
use in Log Pond Creek, Pamlico County.
8. Narrative Description:
The property is located adjacent to Log Pond Creek at 86 Griffin Road in Vandemere, Pamlico
County. This 7.53-acre parcel is developed with two gravel access driveways, two maintenance
buildings, a shed, two gazebos, a six -slip docking facility, and shoreline stabilization. The adjacent
property to the north is undeveloped and the adjacent property to the south is developed with a single
family dwelling.
The elevation of the high ground of the parcel is about 4' above the normal water level (nwl).
Vegetation on the lot mainly consists of pine trees and lawn grasses. There are no Coastal Wetlands
in the vicinity of the project area. There are three man-made canals on this property. This parcel has
approximately 2,308' of continuous shoreline along Log Pond Creek. Immediate offshore water
depths adjacent to the parcel range from —1' to —5' NWL. The subaqueous substrate is soft without
shell.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 140'across at this location. The three canals average an approximate width of 50'
across. These waters are not classified as a Primary Nursery Area and there is not any submerged
aquatic vegetation present. This area is closed to shellfish harvest and is classified as SC; Sw,
Nutrient Sensitive Waters. There is not a defined Federal Channel in the nearby vicinity of this
project area. This project area is subject to the Neuse River Riparian Buffer Rules.
10. Proposed Development:
The applicant wishes to construct a public boating access area consisting of:
Wps, two sections of vinyl bulkhead, maintenance dredging of d* northern canal, an asphalt parking
lob, a privacy fence along southern property boundary, replace the existing 6-slip docking facility, and
a k ahtadjacent to Lo __ _ in Vandemere. The proposed development will take
place at 86 Griffin Road, Pamlico County. The proposed development will serve the public at large.
The northern gravel access driveway will be removed as a part of this project. The proposed asphalt
driveway, parking area, and turn -around will serve to support the proposed boat ramps. This proposed
development will occur in the northwest comer of the property, adjacent to Griffin Road. The
proposed asphalt driveway, 45-space parking lot, and turn -around will cover approximately 69,875
square feet of high ground. The existing gravel driveway in the middle of the parcel will be
lengthened to access the existing shed and park maintenance buildings. A proposed privacy fence
will be constructed for the adjacent property at the southwest comer of the parcel.
Brad Connell January 7, 2015 Morehead City

Field Investigation Report:
Vandemere BAA
The proposed boat ramps will be adjacent to each other separated Wta floating staging dock. r Each
boat ramp will be 84' long and 15' wide. The ramps will extend 40' out into the northern canal. The
staging dock will be 8' wide and 60' long. Either side of the boat ramp, vinyl bulkheads are proposed
along the canal's shoreline. The north side of the canal will have 156' of bulkhead to tie into the
existing bulkhead, and the south side of the canal will have 345' of bulkhead to tie into the existing
rip rap revetment. A 6' wide and 30' long courtesy dock is proposed immediately landward of the
proposed bulkhead section of the southwest corner of the north canal.
The proposed maintenance excavation of the northern canal will slope from the proposed boat ramps
out to the connecting -6' depth contour of Long Pond Creek. The proposed canal dredging will be
340' long and vary from 30'-70' wide. This will result in the excavation of approximately 2,000
cubic yards of material from the northern canal. The purpose of this excavation is to accommodate
vessel ingress/egress to the boat ramps by increasing the water depths. All of the spoil material from
the proposed dredging will be utilized on site for the proposed bulkheads' backfill and the proposed
parking lot area. Traditional marine construction methods will be utilized to accomplish the
excavation, using a barge and excavator.
The existing six -slip docking facility is proposed to be replaced with a reduced footprint. A 6' wide
and 80' long "courtesy dock" is proposed landward and parallel of the canal on the southern shoreline.
This dock will access the proposed reconstructed 6' wide and 230' long fixed dock that wraps around
the confluence of the entrance of the north canal and the middle canal, which will support two 3.5' by
10' finger piers and eight tie pilings. This dock on the north and middle canal will support three
formalized boat slips. The proposed fixed dock on the south canal will be 6' by 169' with 4' by 10'
pre -cast concrete steps for launching kayaks. This proposed dock on the south canal will have two
3.5' by 14' finger piers and six tie pilings to support three more formalized boat slips. These six wet
slips can accommodate vessels from 18' to 30' in length. No additional services (i.e. sewage pump -
out, fuel pumps, etc.) are being proposed at this time.
9. Anticipated Impacts:
The rebuilt 6-slip docking facility will not pose a hazard to navigation as it would remain in the same
footprint. The docking facility will be greater than 15' from the adjacent riparian property areas. This
proposed public docking facility will usurp 20,000 ftz and shade 3,042 fig of Public Trust Waters. The
proposed docking facility will shade approximately 660 square feet of high ground. The shoreline
dock space could possibly be used as additional transient side -to docking.
The proposed asphalt parking lot, driveway, turn -around and concrete boat ramps will impact
21,250 square feet of high ground. The proposed ramps and bulkhead backfill will impact 199
square feet of Section 404 Wetlands. The proposed parking lot area is outside of the Neuse River
Riparian Buffer.
The proposed maintenance excavation of the north canal would impact 18,700 square feet of
shallow bottom. This proposed dredging will connect the base of the boat ramps to the -6.5' depth
contour at the mouth of the north canal, leading into Log Pond Creek. This will aid the public boat
Brad Connell January 7, 2015 Morehead City

Field Investigation Report:
Vandemere BAA
Paee 4
ramp users to safely navigate the north canal.
Traditional marine construction methodology will be utilized during the construction of this public
docking facility, dredging, and boat ramp. Temporary turbidity impacts are anticipated during
construction. A turbidity curtain will be placed across the canal and silt fencing installed to
prevent sediment from entering the adjacent waterbody.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of Log Pond Creek are not
classified as a Primary Nursery Area and there is no submerged aquatic vegetation present. This
area is closed to shellfish harvest and is classified as SC; Sw, Nutrient Sensitive Waters. There is
not a defined Federal Channel near the project area.
Brad Connell January 7, 2015 Morehead City

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Town of Vandemere County: Pamlico
LOCATION OF PROJECT: Adjacent to Log Pond Creek at 86 Griffin Rd., in Vandemere.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 12/22/14
FIELD RECOMMENDATION: Attached: Yes
CONSISTENCY DETERMINATION: Attached: No
FIELD REPRESENTATIVE: Brad Connell
DISTRICT MANAGER REVIEW: Roy Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT: 1/8/15
PUBLIC NOTICE REC'D: Yes
ADJ. RIP. PROP NOTICES REC'D: Yes
APPLICATION ASSIGNED TO: _D Govoni
C) 75DAYDEADLINEI
MAIL OUT DATE: 12/16/14
II gap] AMA 1111f)WO . 11f a
PERMIT FINAL ACTION: ISSUE
DENY
To Be Forwarded: No
To Be Forwarded: Yes
DISTRICT OFFICE: Morehead City
FEE REC'D: $400.00 (100%)
END OF NOTICE DATE: 1/31/15
DEED REC'D: Yes
ON: 1/8/15
150 - DAY DEADLINE:
STATE DUE DATE:
FED COMMENTS REC'D:
DRAFT ON
OV/
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management- Regional Representative
/
/
Coastal Management - LUP Consistency Determination
Division of Community Assistance
Land Quality Section
—q
7
Division of Water Quality
Stoms Water Management (DWQ)
State Property Office
Division ofArcWves & History
Division of Environmental Health
—77 9
Division ofHighnays
+/(/,,.-1' /
/� 1 //
Wildlife Resources Commission
Local Permit Office
Divisionaf Marine Fisheries
Corps of Engineers

�ff�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory
Governor
January 26, 2015
MEMORANDUM:
To: Daniel Govoni
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City, NC 28557
From: Dyk Luben, P.E., Regional Engineer, PWSS/WaRO
Subject: CAMA/ Dredge and Fill Permit Application Review
Applicant: Town of Vandemere
. K
John E. Skvarla, III
Secretary
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern canal,
asphalt parking lot, privacy fence, replacement of existing 6-slip docking facility,
and a kayak launch for public use.
REPLY: X This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
Comments: Engineers and Contractors should be aware of utility location within the project
area. Please contact the local water utility to assist with the location of existing water mains in
or near the p ject ar/ea.0
SIGNED DATE l 2 d
RECEIVED
Public Water Supply Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAx. [phone]Internet: www.ncwater.org/pws/
An Equal opportunity 1 Affirmative Action Employer
JAN 2 9 2al5
DCM-MHD CITY

Itiv4k
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
e li;-01.13.01
January 7, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Donald R. van der Vaart
Secretary
Maria Dunn
NC Wildlife Resources Commission
Daniel Govoni
Major Permits Processing Coordinator RECEIVED
CAMA/DREDGE & FILL Permit Application Review JAN 2 6 2015
Town of Vandemere
Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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 Ak 1,1 DATE 1-2-3-r
400 Commerce Avenue, Morehead City, North Carolina 28557
Ph e: 252-808-2808 \ FAX [phone] \ Internet: www.nccoastalmanagement.net
An Equal opportunity / Affirmative Action Employer

IL
NC�NR `N -
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 7, 2015
MEMORANDUM:
TO: Lee Padrick
Division of Community Assistance
FROM: Daniel Govoni
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
�s 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 ,4 A1DATE /—/L — /s' RECEIVED
1AN 20 2N
400 Commerce Avenue, Morehead City, North Carolina 28557 nrrs nevM rns
Phone: [phone] \ FAX [phone] \ Internet: www.necoastalmanagement.net
An Equal opportunity I Affirmative Action Employer

Jan.12. 2015 4:06PM Pamlico Co.
No.1354 P. 1
IWENR b
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 7, 2015
MEMORANDUM:
TO: Local Pchmit Officer
Pamlico County
FROM: Daniel Govoni
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you' have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
Itia19A'A
comments.
JLZ�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
SIGNED DATE /zy 14-�
400 Commerce Avenue, Morehead C- North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastaimanagament.net
An Equal Opportunity /Affirmalive Action Employer

AG'A'
NCDENR
Niorttlhi Candlinra Department of Environment and Natural Resources
PAt UcOFory
Goya=
MEMORANDUM
DATE: January 7, 2015
TO: Daniel Govoni
THRU: Roy Brownlow,
FROM: Brad Connell tr'
Donadd R. van der Vaart
Secretary
SUBJECT: Comments and Recommendations - CAMA Major Permit —Vandemere BAA,
Pamlico County
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal incorporates 20,000 square feet of Public Trust Waters. This proposed docking facility will shade
3,042 square feet of Public Trust Waters. The proposed parking area, boat ramps, and bulkhead will fill 199
square feet of Section 404 Wetlands and impact 21,250 square feet of high ground.
These waters of Log Pond Creek are closed to shellfish harvest. This waterbody is not a Primary Nursery Area.
This proposal will not pose a hazard to navigation. Assuming that state and federal agencies concur with the
proposal, I recommend the project be authorized as proposed, contingent upon the following conditions:
1) This permit authorizes only the docks, piers, 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, may become a permanent part of this public boating access facility without permit
modification. No non -water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification;
2) The piers and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor, which is determined by
drawing a line parallel to the channel, then drawing a line perpendicular to the channel line that
intersects with the shore at the point where the upland property line meets the water's edge;

Town of Vandemere
January 7, 2015
Page 2 of 2
3) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters;
4) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work;
5) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 50 feet of the normal water level unless specifically exempted by Environmental Management
Commission (EMC) Neuse River buffer regulations in place at the time of such development;
6) The permittee will 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 abandons the
permitted activity without having it transferred to a third party;
7) This permit authorizes a maximum of six boat slips. At no time shall more than six vessels be moored
or docked at the facility. The restriction of the number of vessels shall apply to all marine vessel types,
including but not limited to motorboats, sailing vessels and personal watercraft.
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: This permit does not convey any rights, either in real estate or material.
NOTE: Should either adjacent property be sold prior to the initiation of construction, the permittee shall
be required to obtain a signed riparian corridor waiver from the new property owner prior to the
placement of any structures within the 15 foot riparian corridor.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, A) 943
Washington Square Mall, Washington, NC 27889 B)127 Cardinal Drive Extension, Wilmington,
NC 28405.
CC: Roy Brownlow, DCM
400 Cw ROW Ave, Uwelrad ft NC 28557
Ra 2524NW=%FAk252-M-= Intemetwww.ncccasta(mame3pmmemtnet
Am EodapoftmeFtmmwtlii AdwEVOWU

Daniel
From:
Pelletier, Josh R SAW <Josh. R. [e-mail]>
Sent:
Thursday, March 05, 2015 10:19 AM
To:
Govoni, Daniel
Subject:
Vandemere BAA
Attachments:
Vandemere BAA CL 31.docx
Mr. Huggett,
The U.S. Army Corps of Engineers, Wilmington District has authorized The North Carolina Wildlife Resources Commission
to construct a boating access area consisting of two concrete boat ramps, vinyl bulkheads and shoreline stabilization,
two buildings and gazebos with associated access drives, a six -slip docking facility, a kayak launch, and perform
maintenance'dredging of the north canal, in Log Pond Creek, off Bay River, in Vandemere, Pamlico County, North
Carolina.
This authorization was issued via Programmatic General Permit 198000291 CAMA (NC Coastal Area Management Act).
All terms and conditions of this permit apply. Please attached the following condition in any issued permit.
All work authorized by this permit must preformed in strict compliance with the attached plans, which are a part of
this permit. Any modification of these plans must be approved by the US Army Corps of Engineers (USACE) prior to
implementation.
If you have any questions or concerns please let me know!
Josh R. Pelletier
Project Manager
United States Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, North Carolina 27889
[phone]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at:
http://regulatory.usacesurvey.com/
Thank you for taking the time to visit this site and complete the survey.

Pat McCrory
Governor
January 7, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
NCDENR
North Carolina Department of Environment and Natural Resources
Ken Pace
NC DOT, State Construction/Materials Branch
Donald R. van der Vaart
Secretary
1VifU�-
NED
JAN 2 7 2015
NEW BERN
Daniel Govoni DISTRICT OFFICE
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
RECEIVED
REPLY: ';his agency has no objection to the project as proposed. FEB 13 ZOE
y This agency has no comment on the proposed project. Hw"-waw *"
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 0
400 Commerce Avenue, Morehead City, orth Ca olina 28557
Phone: [phone] \ FAX [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity / Affirmative Action Employer

IKDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 7, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Pat McClain
Division of Energy, Mineral & Land Resources
Daniel Govoni
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Vandemere
Donald R. van der Vaart
Secretary
JAN 1 3 2015 D
LAND QUALITY SECTION
WASHINGTON REGIONAL OFFICE
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed. RECEIVED
This agency has no comment on the proposed project. FEB 0 4 1015
plb"IF"UM i-mr
This agency approves of the project only if the recommended changes are
incorporated. See attached. %,r 6Wn9n jyq,J /444e- La/tc gd ;1&A4dV
/N 6 4- C fN4 /tiM w/bc 6 r-14r,4-IXra
This agency objects to the • project for reasons described in the attached
comments. SIGNED �// /%I
DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX [phone] \ Internet: www.nocoastalmanagemeni.net
An Equal Opportunity / Affirmative Action Employer

KUM 01
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 7, 2015
IuT[l619J.' ►11101 Uii
TO: Maureen Meehan
Division of Coastal Management
FROM: Daniel Govoni
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town f Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vand�mere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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/tf)IJDATE
� 15
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity I Affirmative Action Employer

S� �r
4*.
i DENR
North Carolina Department of Environment and Natural Resources
Pat McCrory � Donald R. van der Vaart
Governor 1111 Secretary
January 7, 2015��
ShellfisNa en�QualitYrs�e`
MEMORANDUM:
TO: Patti Fowler
Shellfish Sanitation
FROM: Daniel Govoni
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Vandemere
Project Location: Pamlico County, adjacent to Log Pond Creek at 86 Griffin Rd., in
Vandemere.
Proposed Project: Proposes to construct a public boating access area consisting of two boat
ramps, two sections of vinyl bulkheads, maintenance dredging of northern
canal, asphalt parking lot, privacy fence, replacement of existing 6-slip
docking facility, and a kayak launch for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 27, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY:
comments.
SIGNED
This agency has no objection to the project as proposed.
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
V� Qr ?.il, roily DATE 1/4611S
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX [phone] \ Internet: www.nocoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer
RFCFNFD
JAN 89 �,.,
DCM_MHD CI1 y

"•This is a word processing form to be completed in Microsoft Word"'
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/1/2012)
Applicant: Town of Vandemere
Date: 1/2/2015
Project Site County: Pamlico
Staff: Brad Connell
District: ❑Elizabeth City []Washington
EMorehead City ❑Wilmington
Project Name: Vandemere BAA
Date of initial application submittal (EX: 1/8/2007): 12/8/2014
Date application "received as complete" in the Field office (EX: 1/8/2007): 12/22/2014
Permit Authorization: ❑CAMA ❑Dredge & Fill EBoth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: []Yes ENo
Photos Taken: Yes ❑ NoE
Setback Required (riparian): ❑Yes E No
Critical Habitat: ❑Yes ENo []Not Sure
15 foot waiver obtained: ❑Yes ENo
Hazard Notification Returned:
[-]Yes ENo
SAV: ❑Yes ENo ❑Not Sure
Shell Bottom: ❑Yes ENo ❑ Not Sure
Temporary Impacts: ❑Yes ENo
Sandbags: []Yes ENo ❑ Not Sure
Did the land use classification come from
county LUP: EYes []No
Mitigation Required (optional):
❑Yes ENo
Moratorium Conditions: ❑Yes ENo
❑NA
Environmental Assessment Done:
❑Yes ❑No E NA
SECONDARY WATER CLASSIFICATION - OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) E Nutrient Sensitive Waters (NSW) E Swamp Waters (SW)
❑ High Quality Waters (HOW) ❑ Outstanding Resource Waters (ORW)
WETLANDS IMPACTED
E (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicornia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
alterniflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Priv. public or comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
E III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv. public or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanaaement.net revised: 02/15/10

NC-Diviln of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: Vandemere W_
Date: 1/2/15 VVV
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
2
New Work ®
Replace
Pier
Maint ❑
❑ Y ®N
60', 30'
8', 6'
3
New Work ®
Replace
Pier
Maint ❑
®Y ❑ N
80', 230', 169'
6', 6', 6'
2,2
New Work ®
Replace
Finger Piers
Maint ❑
®Y ❑ N
10', 14'
3.5', 3.5"
Boat slips
6
New Work N
Replace
Maint ❑
NY ❑ N
14
New Work ®
Replace
Tie Pilings
Maint ❑
®Y ❑ N
Parking lot
1
New Work ®
Replace
69,875 fe
45 spaces
Maint ❑
❑ Y ON
2
New Work ®
Replace
Boat Ramp
Maint El
❑ Y ON
84'
15'
Dredging
1
New Work ❑
Replace
340'
55'
Maint ®
❑ Y ON
Bulkhead (vinyl)
2
New Work ®
Replace
150', 340'
1'
Maint ❑
❑ Y ON
revised 02115110

NC-Diviskon of Coastal Nlgt. Application Computer Sheet, Page 3 of 3)
Applicant: Vandemere
Date: 1/2115
0�
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
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp Impacts)
impact amount)
temp impacts)
amount
Open water
Dredge ❑ Fill ❑ Both' ❑ Other ®
20,000 fe
3,042 It'
Open Water
Dredge ® Fill ❑ Both ❑ Other ❑
18,700 fe
18,700 ftz
USCoE
designated
Dredge ❑ Fill N Both ❑ Other ❑
199 fe
199 fe
wetland
High ground
Dredge ❑ Fill ❑ Both ® Other ❑
21,250 ft2
21,250 fe
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill. ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1.888-4RCOAST :: w .nccoastal management. net revised: 02/15/10

Doc
������������:������I����������������������������������������:����������������
Racot dad: oa%26/2013 atr11:31:58 AH
Paa Amt: E2, 026.00 Pape 1 of 3
awenu• Tax: 82, 000.00
Pemllee, NC
Lynn H. Leis aepiater of Deeds
w584 Pa361-363
NORTH CAROLINA WARRANTY DEED
Excise Tax: $
Parcel Identifier No.
Verified by County on the --day of _. _ ,20
Maipox to: William H. Hollows, Attorney at Law, P.O. Box 563, New Bert, North
Carolina 28563
This instrument was prepared by: William H. Hollows, Attorney at Law, P.O. Box 563, New
Bern, North Carolina 28563
Brief Description for the Index:
THIS DEED made this i 9th day of aueuac . 2013, by and between
FRED A. PRATT
and wife,
CATHERINE C. PRATT
TOWN OF VANDEMERE
PO Box 338
Vandemere, NC 28587
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNE_SSM, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
FEE SIMPLE, all that certain lot or parcel of land situated in Number Three Township, Pamlico County,
North Carolina and more particularly described as follows:
See Exhibit A attached hereto
The property herein conveyed as acquired by deed recorded in Book 264, Page 409, Craven County
Registry.
All or a portion of the property herein conveyed _ includes or X does not include the primary
residence of a Grantor.
RECEIVED
DEC 2 2 704
DGM-MHD CITY
Book: 584 Page:361 Seq: 1
Book: 584 Paga: 361 Page 1 M 3

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to
be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written. `,fI tL
21, -fk 0- 1 .;Ab (SEAL)
Fred
�� A. Pratt
01Q— Zw 0- ��/C�t-L7 (SEAL)
Catherine M. Pratt (C
CN
State of NORTH CAROLINA, County of n c ion+..
L _i r 0. a Notary Public of the County and State aforesaid, certify that
PRE PRATT p. ersonally appeared before me this day and acknowledged the execution of the
foregoing instrument Witness my hand and official stamp or seal, this /? day of
r. 2013.
J Notary blfc JOY C. PAGE
My Commission Exprres: NOTARY PUBUC OF NEW JERBEY
My Camisslon E M M18
State of NEW JERSEY, County of G C e a
L OL a Notary Public of the County and State aforesaid, certify that
CATHEMiNE M. PRATT personally appeared before me this day and acknowledged the execution
of the foregoing instrument. Witness my hand and official stamp or seal, this
Ayq: St' . 2013.
Notary Public JOY C. PAOE
My Commssion Expires: _ 1( � ARYCOo "lon PUM OF M FxPM E
RECEIVED
DEC 2 2 2014
DCM-MHD CITY
Book:584 Page:361 Seq:2
Book: 584 Page361 Page 2 of

EXHIBIT A
All that certain lot or parcel of land lying and being situate in Number Three (N3)
Township, Pamlico County, North Carolina, and more particularly described as
follows:
All that tract on the north side of the creek or ditch which runs parallel with and about
152.21 feet north of Pennsylvania Avenue, as shown on the map prepared by W. H.
Utley, Feb. 2-4,1967, Map Book 4, Page 28, Pamlico County Registry, entitled "Survey
for F. L. Miller land for R. R. Vancil. EXCEPT FOR the .64 acre lot adjoining and north
of Pennsylvania Avenue which lot was deed to Carroll Yoemans and wife, Daphne L.
Yeomans by Deed from Mary Gloster, Inc. dated July 9,1980, Book 206, Page 475.
All deeds and maps are incorporated herein by reference for the purpose of describing
and limiting the land conveyed by this deed.
This property is also known as the Mary Gloster Harbor; it consist of all the land
owned by Mary Gloster, Inc. in Vandemere; and it is approximately 8.733 acres. Said
land is also shown on the map prepared by A. Hugh Harris, Jr., PE-RIS, dated May 27,
1987, entitled "SURVEY FOR DAVID A. PETERSON AND WIFE, ROSE M." and
recorded in Map Cabinet "A", Slide 28-1, Pamlico County Registry, which is by
reference incorporated herein.
RECEIVED
DEC 2 2 P14
DCM-MHD CITY
Book:584 Page:361 Seq:3
Book: 584 Page: 361 Page 3 of 3

'Lt WC
Nut, h Qa.rol na Deparibi m ent of Enu ronmentantl maamrdI Resources
Diuision •of,Cocstal management
Pit McCrory BrroClon C. 'Davis
Governor Directar
January 2, 2015
Town of Vandemere
c/o Mr. Tom Woodruff
P.O. Box 338
Vandemere, NC 28587
Dear Mr. Woodruff:
a4ohn E 'Slcvatla, dhl
Secretary
The NC Division of Coastal Management hereby acknowledges receipt of your application for State approval
for development of the Town of Vandemere's property located adjacent to Log Pond Creek off of Griffin Road
in Vandemere, Pamlico County. It was received on December 22, 2014, and appears to be adequate for
processing at this time. The projected deadline for making a decision is March 6, 2015. An additional 75-day
review period is provided by law when such time is necessary to complete the review. If you have not been
notified of a final action by the initial deadline stated above, you should consider the review period extended.
Under those circumstances, this letter will serve as your notice of an extended review. However, an additional
letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from December 22, 2014, you may request a
meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your
project. Such a meeting will be held within five working days from the receipt of your written request and shall
include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card to a
telephone pole or tree along the road right-of-way fronting your property, or at a point along the road right-of-
way where a private road would lead one into your property. Failure to post this notice could result in an
incomplete application.
IF4hm�ie::�-��UF,�'r.-��7��i3® ImY�nn�, muom�'.mrc�oe�n3li�meg�i�aa�maG
Nan EgNdl @ry�}mrlluril�CS�irme8ite�a Er.�IWy6r

or ._
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if
you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Brad Connell
Coastal Management Representative
S
Enclosure
CC: Sara Sherman, NCWRC
Daniel Govoni, Asst. Major Permits Coordinator
Roy Brownlow, District Manager
4W awnRUbmii edMi,NXM-57
IWhume:M 1gr�&M%Fa.M-247-M kitanNewiTsu cws"tl him wrdmenftme3t
6cmlEgp�l @�pm�niHypfFfi(mietl6ca5v`¢tlivn �5�bun

ILL ix
off of Griffin Road,, in Vandem'fir e.
APPLICANT:
Town of Vandemers
c/o Mr. Tom Woodruff
PC Box 338
Vandemers, MC 28587
�,$,; .11 M I
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Owed CanimeOd - VICIM
400 Commerce Avenue
Morehead Cltyq INC 28557
[phone]

1
o
Fax Send Report
Date/Time
JAN-02-2015 05:21PM FRI
Fax Number -
Fax Name :
DCM MHDCTY
Model Name
SCX-5x30 Series
Na Name/Number
StartTime Time Mode
Page Result
302 92490857
01-02 05:17PM 03101 ECM
002/002 O.K
North Carol( a Depanmem of Ehvironment and Natural RM.,u s
Divlson of U,titu Management
PM Mcrr, &aaM�C. Dava JMn E Skvada, III
Go,numorOu1M_.or Secrelary
January 2. 2015
the Pan11m News
Icgal Advatiem¢at Seui
V.O. Boe 510
Orienul, N.C. 29571
Re: Public Nader -V Public Bon
Deur Sir:
Pleae publish the eluchcd 406ce in die Jo 11, 2015 issue of the Pa rd m News.
qBe Sum Office of Bal end Mnagemenf (qutres eo ongiml Affidavit of Publication prior to
payment for newspaptt ed Mining. Please cea the andavit ao anginal ropy of the W bltsbM
Wi.. end an original W t.k. 1. Arlhur Stadiem. NC' Divlsbn of Caa,, Maragemeut 400
Comnerre Avenue, M-r-I ead City, Norrh Cwr11nu 28557. TNepbare 42521 SOW280.
Thank you for your usistur a in Win [rater. 1 yoo should have env gwtuum, plcace com t oz at
au Morehead City offim.
SivcnclI
Brrtcl C.11
CouW Managrmrm lk p ive
tm nru
rc: Daaul Govoni
Roy Bmwdaw
W Gim A, tore. clhK W
I 32M.M%rAe M4!47 ma we' ,rye
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47 4VA
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NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory
Governor
The Pamlico News
Legal Advertisement Section
P.O. Box 510
Oriental, N.C. 28571
Braxton C. Davis
Director
Re: Public Notice — Vandemere Public Boat Ramp
Dear Sir:
Natural Resources
Please publish the attached Notice in the January 11, 2015 issue of the Pamlico News.
John E. Skvarla, III
Secretary
January 2, 2015
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400
Commerce Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office.
Sincerely,
M (�j
Brad Connell
Coastal Management Representative
Enclosure
cc: Daniel Govoni
Roy Brownlow
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Oppotlunity \ Affirmative Action Employer

YYY�"
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-
119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA
was received on December 22, 2014. According to said application, the Town of Vandemere and the NC Wildlife
Resources Commission propose to construct a public boat ramp and 6-slip docking facility in Log Pond Creek off of
Griffin Road in Vandemere. A copy of the entire application may be examined or copied at the office of Brad Connell,
NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, [phone] during
normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue,
Morehead City, N.C. 28557, prior to January 31, 2015, will be considered in making the permit decision. Later comments
will be accepted and considered up to the time of permit decision. Project modification may occur based on review and
comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PUBLISHED ON: January 11, 2015
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity\ ANinnafive Acfion Employer

NCEPA Statement of Compliance
The proposed construction of Vandemere Boating Access Area involves public
funds. The project does not significantly affect the quality of the environment.
The project is in compliance with the North Carolina Environmental Policy Act per
N.C.G.S. 113A 1-10.
RECEIVED
DEC 3 2 7014

Dec 9, 2014 12:35:26 PM
6CP AP DOCUMENT PAYMENT GENERAL INFORMATION DPG
NEXT FUNCTION: ACTION: HISTORY: 12/09/2014 12:35:18
BROWSE:
PAY ENTITY 17PT VEND/EMP NBR: 566000372 40
VEND/EMP SHORT NAME: DENR DOCUMENT NBR: MAJOR120514
DOCUMENT DATE : 12/05/2014 PAYMENT NBR: 001 PRTL PYMT NBR: 000
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
GROSS INVOICE 400.00
PAYMENT AMOUNT 400.00
"AMOUNT PAID 400.00
PAYMENT TERMS
PAYMENT DATE
PAYMENT ROUTE CD
FACTOR NUMBER
REASON CODE/DESC
: NET PAY IMMEDIATELY
: 12/08/2014
VAT INCLUSIVE N
EXPENSE IND
GL EFFECTIVE DATE: 12/08/2014
EXTRACT DATE
ACCRUAL CANC DATE:
CURRENCY CODE
DISCOUNT TYPE
NOT TAKEN
DISCOUNT TAKEN
PAYMENT STATUS
PAID
PAYMENT REF NBR
0000073755
PAYMENT TYPE
ELECTRONIC
HANDLING CODE
ONE INVC PER PYMT:
YES
BANK ACCT PYMT CD:
IGO
RECEIVED
1t
DEC 2 2 7014
DC-M•MHD CITY

.i"
® North Carolina Wildlife Resources Commission
Gordon S. Myers, Executive Director
MEMORANDUM
TO: Controller's Office
FROM: Corinne Jodrie
Engineering and Lands Management
DATE: December 5, 2014
SUBJECT: CAMA Major Permit— Vandemere BAA
Please submit an electronic transfer in the amount of $400.00 to DENR — Division of
Coastal Management for CAMA Major Permit Fees.
Please reference on transfer: "CAMA Major Permit —Vandemere BAA"
County: Pamlico County
Thanks!
Funding:
• Vendor No.: 56-6000372 40
• Cost Center: 1161 8111 5264
• Acct. Code: 535120
template: g:\forms\chreq.doc RECEIVED
data file: g:\forms\chkdota.doc
DEC Z 2 1014
DGM•MMD CITY
DIVISION OF ENGINEERING SERVICES
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699-1720
Office Location: 1751 Varsity Drive • Raleigh, NC -Telephone: [phone] • Fax: [phone]

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date
Name of Property Owner Applying for Permit:
Mailing Address:
9, 13oX 338
V/)'ljt),=m 2oSS87
�1 a 316,j
••'' M
I certify that I have authorized (agent) %Y. �• W I t �Ll iE l��bGY.itcC�$ to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) 13o11 i RA M P a-0 D POCKS
at (my property located at) 9 6 ley o v/}rhi6maz- ` ,JL
This certification is valid thru (date) 06c&" dif- 4 31 o?oI
11
Property Owner Signature Date
RECEIVED
DEC 2 2 nu
DCM•MHD CITY

P,
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT \�
Action Id. SAW-2014-01864 County: Pamlico U.S.G.S. Quad: NC-VANDEMERE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Town of Vandemere
Mr. Tom Woodruff
PO Box 338
Address: Vandemere, North Carolina 28587
Telephone Number: 252.745.3542
Size (acres) 8_73 Nearest Town Vandemere
Nearest Waterway Pamlico Sound River Basin Pamlico Sound. North Carolina.
USGS RUC 3020105 Coordinates Latitude: 35.18561
Longitude:-76.664246
Location description: The project area is located north of Pennsylvania Avenue between Griffin Road and I" Street in
Vandemere, Pamlico County, North Carolina. The project is a proposed public boat ramp on Log Pine Creek.
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
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 (CWAx33 USC § 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.
_ 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 _. 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.
RECEIVED
_ 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 laWr'kg 7014
Page 1 of 2
DeMRMlH9 Cm

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 Washington, NC, at [phone] 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 have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Greer at 910-251-4567 or
Em i1v.C.GreerCausace.armv.mil.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement to the 1987 Wetland Delineation
Manual and is adjacent to the Bay River, a Section 10 water. This feature exhibits a High Tide Line as indicated by
physical markings on trees and is part of the Pamlico Sound.
D. Remarks: Small herbaceous fringe wetland in the project area around Log Pond Creek.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction 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 NA.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** DigGREER.EMILY.C.13853 DNs=1U5,ly 1o=U5. Gby wemmmt w=DoD, oa PKI,
w=US& cn-GREER.EMILY.C1385325300
Corps Regulatory Official: 25300 _ Date: 2014.10.08 23:36:16 -"00'
Date: October 8, 2014 Expiration Date: March 18, 2017
RECEIVED
DEC 2 2 2014
BEM°MM9 elly

M-4
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 our Customer Satisfaction Survey, located online at
http://regulatoEy.usacesurvey.com/.
Copy furnished:
Preston Royster
RECEIVED
OF 2 2 7014
DCW-rMHH PITY

t . 1
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Town of Vandemer File Number: SAW-2014-01864 Date: October 8 2014
rAttached :
See Section below
L PROFFERED PERMIT Standard Permit or Letter of ermission
A
ERED PERMIT Standard Permit or Letter of ermission
B
IT DENIAL
C
VED JURISDICTIONAL DETERMINATION
D
MINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RelIulaloryProp_ramandPermits.aslx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
- IV I V Z"
DEC 2 2 209
BGWOMB CITY

ma
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. 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.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
1 POINT OF CONTACT FOR OUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: Emily Greer
69 Darlington Ave
Wilmington, NC 28403
910.251.4567
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room IOM15
Atlanta, Georgia 30303-8801
Phone: [phone]
IRIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government I
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of anv site investigation. and will have the onnortunity to narticinate in all site investigations.
Date: I Telephone number:
or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Greer, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
RECEIVED
DEC 2 2 2014
DCK4-immn P_tT11

1►
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): October 8,
2014
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Town of Vandemere, Mr. Tom
Wodruff, PO Box 338, Vandemere, North Carolina 28587
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Town of Vandemere / Boat Ramp / JD, SAW-
2014-01864
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES)
State: NC County/parish/borough: Pamlico City: Vandemere
Center coordinates of site (lat/long in degree decimal format): Lat. 35.18561' Pick List, Long.-76.664246' Pick List.
Universal Transverse Mercator:
Name of nearest water body: Pamlico Sound
Identify (estimate) amount of waters in the review area:
Non -wetland waters: linear feet: width (ft) and/or 0.05 acres.
Cowardin Class: Riverine, tidal
Stream Flow: Perennial
Wetlands:0.01 acres.
Cowardin Class: Riparian, lotic, emergent
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal: Bay River
Non -Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
® Field Determination. Date(s):
1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit
applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an
approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby
made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination ofjurisdictional waters; (2) that the applicant has the option to request an approved JD
before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the
right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that
undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on
the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal
court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as
is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or
individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal,
jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make
an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation ofjurisdictional waters
on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. RECEIVED
DEC 2 2 70m
09M.MHE) CBv

0/
This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case
file and, where checked and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Proposed project plans.
❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
® Data sheets prepared by the Corps: SAW20141864.
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas: 3020105.
❑ USGS NHD data.
® USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24K, Vandemere, NC.
® USDA Natural Resources Conservation Service Soil Survey. Citation: USDA-NRCS Web Soil Survey.
® National wetlands inventory map(s). Cite name: USFWS Wetland Mapper.
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): Google Earth 2011.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should
not be relied upon for later jurisdictional determinations.
GREER.EMILY.C.1385325 DN IU%o=US.r by vm entoo-D�. w'MI.
300 awUSA n#RHRWILY.C.13853253W
�!V Wt1 2010.1 23%IM-0 W
Signature and date of
Regulatory Project Manager
(REQUIRED)
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)
Site
Cowardin
Estimated amount of
Class of aquatic
number
Latitude
Longitude
Class
aquatic resource in
resource
review area
1
35.18561
-76.664246
Riparian, lotic,
0.01 acre
section 404 — tidal
emer ent
2
35.18561
-76.664246
Riverine, tidal
.05
Section 10-tidal
RECEIVED
DEC 2 2 7n14
DCM-MHD CITY
2

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Ps Form 3811, February 2004 Domestic Return Receipt 102095102.M-1540

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MR. 01 s P. Mc Cottc�
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❑ Registered ❑ Return Receipt for Merchandise
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4. Restricted Delivery! (Faris Feel ❑ Yes
2. Article•'•_•_-
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Ps Forth 3811, February 2004 Domestic Return Receipt 102506-02-M.1540

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NORTH
CAROLINA
v�'�Gb 131 TT11, S,
Sheet Index --PERMIT DRAWINGS
North Carolina Wildlife Resources Commission
Division of Engineering & Lands Management
Engineer., Sara Sherman, PE
1720 Mail Service Center
Ralegh, NC 27699
PH: 919-707-0150
FAX: [phone]
Town of Vandemere
P.O. Box 338
Vandemere, NC 28587
PH: 252-745-5473
FAX [phone]
1.0 - Existing Site Conditions
1.OA - Existing Site Conditions with Aerial Photo Overlay
1.1- Demolition
1.2 - Existing Manna
1.3 - Existing Stormwater Conditions
2.0 - Proposed Site Plan
2.1- Proposed Ramp Area Details
2.2 - Manna Details
2.3 - Parking Lot Details
2.4 - Areas of Excavation & Fill
3.0 - Grading Plan
3. 1 -Proposed Stormwater Conditions
6.0 - Ramp Profiles
6.1- Bulkhead Profiles
6.2 - Bulkhead + Shoreline Dock Profiles
6.3 - Fixed Dock details
6.4 - Step Canoe/Kayak Launch Details
VANDEMERE WATERFRONT PARK & BOATING ACCESS AREA
Marina Renovation &
New Boat Ramp Construction Project
A7 r
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a'
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86 Griffin Rd
Vandemere, NC 28587
Pamlico County - Log Pond Creek
CAMA PERMIT DRAWINGS
12/18/201 Q�
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Vicinity Maps
5
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chab'�
Cedar Creek
c3 \{. LaPond
P5PR6JECT SITE
Vandemere -
01� 4T 01
Vandemere, I
Pamlico County, NGZ,�
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Pone MIN
RECEIVED
DEC. 2 2 2014
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EXISTING IMPERVIOUS SURFACES SUMMARY.-
Property Area above NWL = 327,866 FT2 (7.53 Acres)
Impervious Surfaces in Project Area = 21,853 FTz
Impervious Surfaces in CAMA 30' Offset = 40 FTz
Impervious Surfaces in Neuse River Buffer = 1560 FT?
(40 in Zone 1, 1520 in Zone 2)
Impervious Surfaces in CAMA 75'AEC = 2,311 FTz
WOODED AREA
(PINE TREES)
�rfit
GRAVEL DRIVEWAYS �! ,
W M, 9 a
ARPa:
LmPm�WCMw
P.O.mnes [EX. 404 WETLANDS TO BE FILLED (447 SF)
VamIe.p1B.NC Wetlands delineated by USACE staff Oct er 2014
75' AEC
* III-
50' NEUSE VER BUFFER ZONti 2L
CAMA JO'
NEUSE R/VE FBUFFER ZONE 1,�
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TREE TO BE REMOVED
29 TOTAL
03 x
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NEUSE RIVER BUFFER ZONE I
ALL EXISTING DOCKS TO BE' `
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GRAVEL DRIVEWAY AREA TO BE
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SCALE 1 "= 5'
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5 Mar
Ti Back
8" DIA. SOUTHERN PINE TIMBER PILE
1.O' A307 GALV. �, 9 NIUT & OG WASHER
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1.0" PVC PIPE
PILE
318"A307 GALV. CARRIAGE BOLT
ALL DEADMAN/ANCHOR PILES ARE 8' TIP DIAMETER PILES
2" x 6" TREATED CAP BOARDS
EL.=2.6'
NO. 57 STONE, LINED WITH FABRIC
PVC PIPE DRAIN
4" X 6" LOWER WHALER —
DREDGING LIMITS ARE 5'
FROM WALLS WITHOUT L
PILE DEADMAN
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�4" X 5" WHALERS
3/4' 30" TIMBER BOLT
10' PILE
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16' SHEETS
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PILES
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DEC 11 1Du
DGM-NIHO CITY
12H8/2014
1*Name:
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PROPOSED FIXED DOCK PROFILE
SCALE 1 "= 5'
B" DIA. TREATED TIMBER PILE
YNtIES
2' X 6' DECKING 6.0
£L.=2. 3'
SHORELINE CONDITIONS VARY
GALV 5/MPSON H25A HURRICANE Tl RIP RAP STABILIZED SHORELINE NEAR HOAT RAMP
518" TIMBER BOLT UNSTABILIZED SHORELINES SOUTH OF MARINA
WTH OC WASHER & NUT
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DEC 2 2 2014
DCM-MHD CITY
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NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
xoa.a
DIVISION OF ENGINEERING&LANDS MANAGEMENT
Caaouna
7720 MAIL SERVICE CENFjalhTER
ALEIGH, NORTH CAROLINA 27899
I/
:esouaces
phone: [phone]
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Fax: [phone]

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NORTH
CAROLINA
North Carolina Wildlife Resources Commission
Division of Engineering & Lands Management
Engineer: Sara Sherman, PE
1720 Mail Service Center
Ralegh, NC 27699
PH. 919-707-0150
FAX [phone]
!Yz'
Town of Vandemere
/ \
P.O. Box 338
Vandemere, NC 28587
PH: 252-745-5473
E<.. .' FAX [phone]
Y_
in 1895
Sheet Index —PERMIT DRAWINGS
1.0 - Existing Site Conditions
1.0A - Existing Site Conditions with Aerial Photo Overlay
1.1- Demolition
1.2 - Existing Manna
1.3 - Existing Stormwater Conditions
2.0 - Proposed Site Plan
2.1- Proposed Ramp Area Details
2.2 - Marina Details
2.3 - Parking Lot Details
2.4 -Areas of Excavation & Fill
3.0 - Grading Plan
3.1- Proposed Stormwater Conditions
6.0 - Ramp Profiles
6.1- Bulkhead Profiles
6.2 - Bulkhead + Shoreline Dock Profiles
6.3 - Fixed Dock details
6.4 - Step Canoe/Kayak Launch Details
VANDEMERE WATERFRONT PARK & BOATING ACCESS AREA
Marina Renovation &
New Boat Ramp Construction Project
86 Griffin Rd
Vandemere, NC 28587
Pamlico County - Log Pond Creek
CAMA PERMIT DRAWINGS
1v1812o1
Vicinity Maps
v
i
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Smith 11rfrk
Gt,zow,
n�
Vandemere,
P8mt100 County, NC
�' a`>«. G'ertarCr�ek
-- Loy P'wid
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P OJECT SITE
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P.O. Box 185 EX. 404 WETLANDS TO BE FILLED (44SF)_Nc18591 eated by USACE srorOct a 2oEXISTING IMPERVIOUS SURFACES SUMMARY. wetlands delin14 y
Property Area above NK = 327,866 FTZ (7.53 Acres)
Impervious Surfaces in Project Area = 21,853 FTZ
Impervious Surfaces in CAMA 30' Offset = 40 FTzig
CAMA 7s' AEC s
Impervious Surfaces in Neuse River Buffer = 1560 FTz
(40 in Zone 1, 1520 in Zone 2) 50' NEUSE HER BUFFER `ZO/k 2 w o 0
h � a
Impervious Surfaces in CAMA 75'AEC = 2,311 FTZ V
z }' "� LAMA 30 0 FSET/ RIPARIAN LINE + 15' OFFSETS
iY WOODED AREA ' " - t� k 90` TO CHANNEL
a - - " NEUSE Rl BUFFER ZONE 1 ( )
-(PINE TREES)
7
Widfh-140'
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LOG POND CREEK,' SC
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6 formalized marina ships -remain
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PROPOSED IMPERVIOUS SURFACES:
Total Impervious Surfaces = 65, 044 FTI (19.8%)
Proposed Surfaces in 75'AEC = 5,353 FT? (3.17,)
Proposed Surfaces in 30' CAMA Offset = 1, f55 FTC (1:7%)
Proposed Surfaces in Neuse River Buffer =.1; 915 FT2
(1155 in Zone 1,760 in Zone 2)
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PROPOSED BULKHEAD PROFILE_
SCALE 1 "= 5'
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VINYL SHEET PlL_E 8" DIA. SOUTHERN PINE TIMBER PILE
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ER
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DREDGING LIMITS ARE 5-' AWAY
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PILE DEADMAN
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4" X 6" WHALERS
�14" 30" UMBER BOLT
70' PILE
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16' SHEETS
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RECEIVED
DEC 2u2014
DCtvt•PAND Q Y
12/18/2014
FJe Neme.
vandemem.dwg
6.3

VANDEMERE BAA
ORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING B LANDS MANAGEMENT
m
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720 MAIL SERVICE CENTER
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+R4LEIGH,NORTH CAROLINA 27699
m PROPOSED LAUNCH STEPS
hone: 919.707.0150
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p max:
919.707.0162
w..ncmVi16.0f9

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
December 5, 2014
Division of Coastal Management
Attn: Brad Connell
400 Commerce Ave.
Morehead City, NC 28557
(VW0I[)I
RE: PRE -APPLICATION REVEIW FOR VANDEMERE WATERFRONT PARK & BAA
Dear Brad,
NCWRC, in partnership with Town of Vandemere, is preparing to apply for a CAMA Major Permit for
Vandemere Waterfront Park & Boating Access Area in Pamlico County. Existing marina facilities are
proposed to be renovated and new construction of a public boat ramp is proposed within the park.
Enclosed is a draft CAMA Major Permit application for your pre -application review. Concurrently, I
am having the permit fee electronically transferred to your office and am notifying the Riparian
landowners so those last 2 permit requirements will be complete when you finish your review.
After your complete your review, I will make all necessary revisions and submit a completed
application packet. Feel free to contact me if additional information is required. My email address is
sara.shermanOncwildlife.ora and my phone number is [phone].
Thank you for your time and attention for this project.
SS
Enclosures
Respectfully,
fv
L
Sara Sherman
Engineering & Lands Management
RECEIVED
DEC 0 8 M4
DCM-MHD CITY
DIVISION OF ENGINEERING & LANDS MANAGEMENT
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699-1720
Office Location: 1751 Varsity Drive • Raleigh, NC -Telephone: [phone] • Fax: [phone]

YOM MP-1
APPLICATION for
Major Dovolopmont Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Town Of Vandemere
Vandemere Waterfront Park & Boating Access Area
Applicant 1: First Name
MI
Last Name
Tom
Woodruff
Applicant 2: First Name
MI
Last Name
N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
P.O. Box 338
Vandemere
NC
ZIP
Country
Phone No.
FAX No.
28587
USA
252-745-5473
ext.
252-745-5480
Street Address (d different from above)
City
State
ZIP
1042 Pennsylvania Ave
Vandemere
NC
28587-
Email
[e-mail]
2. AgentlContractor Information
Business Name
1
Nc Wildlife Resources Commission
\
Agent/ Contractor 1: First Name
MI
Last Name
Sara
J
Sherman
Agentt Contractor 2: First Name
MI
Last Name
N/A
Mailing Address
PO Box
City
State
1720 Mail Service Center
N/A
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
919 - 707 -
0164 ext.
919 — 758 - 9302 ext.
FAX No.
Contractor #
919 707 0162
N/A
Street Address (if different from above)
city
State
ZIP
1751 Varsity Dr
Raleigh
NC
27606-
Email
[e-mail]
xrrlvrp
<Form continues on back>
DEC 0 8 7014
DCM-MHD CI1V
252-808-2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
86 Griffin Rd
N/A
Subdivision Name
—Tye
City
State
Zip
N/A
NC
28587 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
N/A - ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse
Log Pond Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
ISINatural ❑Manmade ❑Unknown
Bay River
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.
Vandemere
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
2308
327,866
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water levee
(If many lot sizes, please attach additional page with a list)
4 ❑NHW or ®NWL
e.
Vegetation on tract
Mature pine trees and grass are on most of property. Shrubby/bushy areas along Griffin Road
f.
Man-made features and uses now on tract
2 Town park facility buildings, 1 shed, 2 gazebos, 2 gravel driveways, marina docks, 2 sections of shoreline are
bulkheaded.
r
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Single family home to the south. Undeveloped/Agricultural on all other sides.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Business
(Attach zoning compliance certificate, ff applicable)
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
RECEIVED
<Form continues on next page>
OF 0 S 2014
DCM-MHD CITY
252-808.2808 :: 1-888-4RCOAST :: www. nccoastalmanagement. net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Buildings have sewer as part of Bay River Metropolitan Sewer District
o. Describe existing drinking water supply source.
County water
p. Describe existing storm water management or treatment systems.
Runoff is allowed to sheetflow into canals and creek.
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.
Vandemere Waterfront Park and the Vandemere Boating Access Area within it will be open to the public free of charge 24/7.
NCWRC will be responsible for major infrastructure maintence. Town has an agreement with Pamlico County to keep the
grass cut. Town staff will be responsible for trash pick up. The park is unmanned.
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.
Ramps will be poured on high ground and pushed into water with bulldozer onto rock base that will be placed with an
excavator. Dredging will be bucket -to -barge. Equipment will be stored on -site and barges will be stored in the canal.
Equipment will include barge, bulldozer, excavator, dump truck, back hoe, grader, roller, and paver.
d.
List all development activities you propose.
2 concrete boat ramps, bulkhead shoreline of northern canal, maintenance dredging in northern canal, asphalt parking lot,
privacy fence next to single-family home, small section of new gravel driveway, marina dock renovation and replacement,
and a step -style canoe/kayak launch.
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? 3 ❑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.
Rainfall runoff currently does and will continue to sheetflow into canals and creek.
i.
Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ®NA
j.
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
RtCEIVED
<Form continues on back> DEC 0 8 VA
Dew-MMD CITY
252.808.2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Ruby Huggins Phone No. unknown
Address 3486 Hwy 11 North, Kinston, NC 28587
Name Louis Patterson McCotter Phone No. unknown
Address P.O. Box 185 Vandemere, NC 28587
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.
unknown
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 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.
1 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.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permi apigication and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledg .,
Date Print Name NClWRC/SJaarra Sherman 7(—
Signature l p - r `P re'14 ('��/�7T� i
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts RECEIVED
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information DEC 0 8 2014
DCM-MHD CITY
252-808-2808 .. 1.888.4RCOAST .. www.necoastaimanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
N/A
N/A
N/A
2 @ 84'
N/A
N/A
dredging:
340'
Width
2 @ 15'
ranges 30' -
70'
Avg. Existing
above NWL
NA
NA
-3'
Depth
Final Project
Depth
6'
NA
NA
6'
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
2250 cubic yards (2000 dredging, 250 boat ramp construction)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL 248 []None
(ii) Describe the purpose of the excavation in these areas:
construct boat ramp structure. Dredging of canal.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On -site: parking lot subgrade and bulkhead backfill
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
OWL 199 ❑None
(ii) Describe the purpose of disposal in these areas:
bulkhead backfill
b.
sandy dirty
El This section not applicable
d. High -ground excavation in cubic yards.
10 cubic yards
❑This section not applicable
Dimensions of disposal area.
Parking lot area = 360'x250'. Area behind north bulkhead =
150'x25'. Area behind south bulkhead = 340'x25'
d. (1) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
on -site
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
RECEIVED
DEr. 0 8 711114
DCM-MHD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagemgnt.net revised: 12/26/06

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 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
C. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Vinyl Sheetpile bulkhead
b. Length: 150 north side of canal. 340 south side of canal
Width: 9" deep vinyl cross-section
d. Maximum distance waterward of NHW or NWL: 2'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes SNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 0 Riprap 0 No. 57 stone and dirt
Breakwater/Sill 0 Other 0
i. Source of fill material.
quarry and dredge spoils.
4. OTHER FILL ACTIVITIES [I This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 4
(iii) Dimensions of fill area 10' x 4'
(iv) Purpose of fill
Construct steps for canoe/kayak launch. Will be pre -cast
concrete steps on top of a 1' stone base
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Turbidity curtain will be placed across canal. Silt fence will be
installed. An Erosion Control Permit will be required prior to
construction.
c. (i) Will navigational aids be required as a result of the project?
[]Yes SNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
suomergea aquatic vegetation (ZjAV), sneli bottom (its), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL SNone
(h) Describe the purpose of the fill in these areas:
N/A
J
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Barge, bulldozer, excavator, backhoe, dump trucks, roller, paver.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ❑No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
DeM4MHD CRY
Date NCWRC/Sara Sherman
Vandemere Waterfront Park & BAA Ap[plliiccant Name
�
Project Name 4--I 1� P i
Applicant Signature
252.808.2808 :: 1.888.4RCOAST :: www.nccoastal_management.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. t
To remain: 2 buildings, 1 gravel driveway, & 2 gazebos.
To be constructed: asphalt parking lot, privacy fence
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ®No ❑NA
(ii) If yes, list the date submitted: Will be obtained prior to
construction.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
3.1%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
19.8%
j. Describe proposed method of sewage disposal.
Existing bulkdings receive sewer service through Bay River
Metropolitan Sewer District. No new buildings that
require additional sewer service are proposed.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
Rainfall runoff will continue to sheetflow into canals and
creek.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3 acres
f. List the materials ( uch mad, paver stone, asphalt, or concrete)
to be used for imprvio ,a4ila s.
Asphalt parking lot. Conc to at amp. Gravel service
driveway connection betwe ' d' s.
Ay I r
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 ❑NA
(ii) If yes, list the date submitted: _Will be submitted at same
time as completed CAMA Application.
k. Have the facilities described in Item (i) received state or local
approval?
®Yes []No ❑NA RECENED
If yes, attach appropriate documentation.
DEC. 0 8 M4
DCM-MHD CITY
m. Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
252-808.28082 :: 1-888.4RCOAST :: www.nccoastalman39ement_net revised: 12126/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
County water exists on the site to serve the 2 existing
buildings. No new facilities that will have water are
proposed.
o. When was the lots) platted and recorded?
Deeded to Town of Vandemere 8/26/2013.
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
Date
Vandemere Waterfront Park & BAA
Project Name
NCWRC/Sara Sherman ® 1
Applicant Name
vi e/L,/ '
Applicant Signature
RECEIVED
DEr. 0 S 7^1A
DCM-BMHD CITY
252.808.2808 :: 1.888.4RCOAST :: www.nccoasta_ Imanagement.ngt revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ®PublictGovernment ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 5 0 between boat ramps. 1 coutesv dock
adjacent to boat ramps. 1 marina shoreline dock behind
bulkhead. 2 marina fixed docks paralleling shorelines
(iii) Length BAA floating dock = 60'. BAA courtesy dock =
30'. marina shoreline dock = 80, 2 marina fixed docks = 399
(v) Width BAA floating dock = 8'. All other docks = 6'
(v) Floating ®Yes ®No
e. (i) Are Platforms included? ❑Yes ®No
If yes:
(ii) Number
(III) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from ddpline dimensions.
g. (1) Number of slips proposed
6 (0 new, just reconstruct existing)
III) Number of slips existing
6
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:
Land cut new boat ramps dredaina of canal to creek
channel.
k. Typical boat length: 18' - 30'
El 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:
III) Number 4
(III) Length 2 0-14'. 2 a(�.10'
(iv) Width 3_5'
(v) Floating []Yes ®No
(i) Are Boatlifts included?
If yes:
(ii) Number
(iii) Length
(iv) Width
❑Yes ®No
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: 6
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps:
® Other, please describe:
canoe/kayak launch
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mix of motorboats & sailboats
RECEIVED
I. (1) Will the facility be open to the general public?
DEC 0 8 1814
r m ,44
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings? ®Yes []No
[]Yes ®No
(ii) If yes number of tie pilings?
N/A
2. DOCKING FACILITY/MARINA OPERATIONS [:1 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: 2; Location: toilets exist in 1 of the existing buildings. No new restroomS proposed.
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Buildings receive sewer service through Bay River Metropolitan Sewer District. No expansion of existing sewer needs are
proposed.
c. Describe the disposal of solid waste, fish offal and trash.
No fish cleaning stations are proposed. Town staff will be responsible for trash pick up.
d. How will overboard discharge of sewage from boats be controlled?
Signed that it is not permitted. WIN
e. (i) Give the location and number of "No Sewage Discharge" signs proposed. d
2. 1 in front of each group of 3 marina slips.
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
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?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. N/A
RECENED
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. mr. U B 1014
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
Transient docking only. 48-hour maximum.
k. Describe design measures that promote boat basin flushing?
N/A
252-808-2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Currently only 6 slips and additional shoreline docks. All marina strutures are proposed to be reconstructed. Addition of 2
boat ramps and a canoe/kayak launch are proposed as part of this project.
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
in. 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
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 447 ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
N/A
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width /
Note: Roofed areas are calculated from ddpline dimensions. l/
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) �'w IV,
section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands RECEIVED
c. Maximum distance beyond NHW, NWL or wetlands
DFf. 0 8 2014
Dcm-MrlB ettY
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public(Government ❑Private/Community
o. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808.2808 :: 1-888.4RCOAST :: vvvvvv.nccoastalmanagemenCnet revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structures) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
50' to north closest docks are 192' to NE and 194' to East.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
140'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
d. Water depth at waterward end of structure at NLW or NWL
-6'
8. OTHER ®This section not applicable
a. Give complete description:
Date
Vandemere Waterfront Park & BAA
Project Name
NCWRC/Sara Sherman
Applicant Name
-ix- y e- e v) eA-✓
Applicant Signat re
RECEIVED
DFr. 0 8 1114
DCN1'h1HB PITY
252-808.2808 :: 1.888-4RCOAST :: w w.nccoastalmanagement.net revised: 12/27/06

Proposed Vandemere Waterfront Park and Boating Access Area
CAMA Permit Narrative
December 2014
NC Wildlife Resources Commission and the Town of Vandemere are in partnership
applying for a CAMA Major Permit for new public boat ramp construction and renovations to
existing docks and marina structures at Vandemere Waterfront Park.
The project site property is owned by Town of Vandemere. It was purchased in 2013
and is a CRFL project. The majority of the property is undeveloped, however some town park
buildings/facilities and 2 gravel driveways exist on the site.
The site is on Log Pond Creek. The southern property boundary is a creek tributary and 3
small canals exist on the property. All 3 of the canals have some docks and/or stabilized
shorelines. There are 6 marina slips and additional shoreline docks. Some small areas have been
bulkheaded and there is rip rap stabilization at the mouth of all 3 canals. No specific site history
is known, but observed site features present in the canal indicate it has been dredged and
undergone man-made modifications in the past.
Upon completion this project would be a Town Park with a NCWRC Boating Access Area
(BAA) operating within the park open to the public free of charge 24/7.
The proposed boat ramp would be located on the northern canal, which is the largest of
the 3, and the one with evidence of past manmade modifications. The proposed boat ramp
development includes 2 concrete launch lanes with a center floating dock. The proposed ramp
would be to a depth of -6' (based on NWL = 0). It is anticipated that this site would be used by
both motorboats and sailboats with keels so the 6' depth is necessary to accommodate all types
of boats. A courtesy dock next to the boat ramp is also proposed. c
Dredging in the north canal is proposed to connect the 6' deep boat rarhp to ft existing
-6' contour at the mouth of the canal. Proposed dredge volume is 2,000 cubic yards:e*ing
would be bucket -to -barge. Material would be dewatered on -site and then used for bulkhead
backfill and parking lot subgrade. The canal will be bulkheaded.
The existing marina docks are in poor condition and only 4'-wide. Marina renovations
include replacing the existing docks with 6'-wide docks. A majority of the docks will remain in
their current locations, however a portion further into the canal will be relocated to behind the
bulkhead to widen the path for boats accessing the boat ramp. The finger piers will be redecked
in their current configuration and the existing 6 marina slips will remain as is. In the southern
canal a step canoe/kayak launch is proposed. It will be 10' wide and b pre -cast concrete steps.
No live concrete shall be placed in the creek water. The Town hascr�AMA grant for
the construction/renovation of the marina area. F ) I
The concrete boat ramp slabs will be poured on high ground. The rock base "'be
placed and then the ramp slabs will be pushed into place with a bulldozer. No live concrete will
come into contact with the creek water.
447 square feet of 404 wetlands exist in the project area and are to be filled as part of
boat ramp and bulkhead construction. A preliminary 1D was obtained in 2014 and a copy is RECEIVED
included with this application.
The upland portion of the project includes an asphalt parking lot. There will be 30 DFI'. 0 S 209
vehicle -trailer spaces, 10 single car spaces, and adequate ADA spaces. Park buildings will rem ai rbcM-MHD CITY

on site. One of the gravel driveways will be abandoned and a small portion of new gravel
driveway will be constructed to connect both buildings to the same service driveway.
The proposed project will result in 19.8% impervious surfaces. NCWRC is also applying
for a Low Density Stormwater Permit as part of this project. Curbing is limited to interior turns
where drivers could turn too sharply. The rest of the parking lot will be level with finished grade
to allow for sheet slow.
A Neuse River Buffer is in affect at this project site. Within the Neuse River Buffer, the
only proposed impervious surfaces are the boat ramp which is water -dependent. A gravel
driveway that currently exists within the Neuse River Buffer will be abandoned as part of this
project.
The proposed development will result in over 2 acres of area of disturbance. An Erosion
& Sediment Control Permit will be required prior to construction.
The project location is on Griffin Rd. Griffin Road is a Town street on 30' ROW and not a
DOT street. The existing road is approximately 15'-wide. No road construction is proposed as
part of this project. The road will be converted to 1-way using signage. The turn off of
Pennsylvania Ave will be 1-way towards the boat ramp. The driveway curbs are designed to be
offset from the existing edge of pavement so that future widening of this road is not inhibited.
RECEIVED
DEf. 0 8 7014
DCM-MHD CITY

VANDEMERE WATERFRONT PARK & BAA
86 Griffin Rd
Vandemere, NC 28587
Pamlico County — Log Pond Creek
From Intersection of NC
55 & NC 304 in
Bayboro:
1. Travel east on NC
304.
2. Turn right onto NC
307.
3. Turn left onto
Griffin Rd.
4. Site will be on right.
Q O
l9 T
� � m

'JIIIIIIV�WVWIIIIIIINIIIIIIIII!III!IIIIIIIIWI��IIVWWI
Doe 00'2963
Recorded: 08/26/200000etTr1�3r`86 Atl
Fee Amt: 42, 026.00 Paps r of 9
Revenue Tex: $2,D00,00
panllco, ND
Lynn a. Leine R1111ter of Deede
'w584 Pa361-363
NORTH CAROLINA WARRANTY DEED
Excise Talc 8
Parcel Identifier No.
Verified by County on the _day of
Maipm to: William H, Hollows, Attorney at Law, P.O. Box 563, New Bern, North
Carolina 28563
This instrument was prepared by: William H. Hollows, Attorney at Law, P.O. Box 563, New
Bern, North Carolina 28563
Brief Description for the Index:
THIS DEED made this i 9th day of august 2013, by and between
FRED A. PRATT
and wife,
CATHERINE C. PRATT
TOWN OF VANDEMERE
PO Box 338
Vandemere, RC 28587
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context
WITNFSSECH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
FEE SIMPLE, all that certain lot or parcel of land situated in Number Three Township, Pamlico County,
North Carolina and more particularly described as follows:
1\
See Exhibit A attached hereto
The property herein conveyed as acquired by deed recorded in Book 264, Page 409, Craven County
Registry.
All or a portion of the property herein conveyed
residence of a Grantor.
includes or X does not include the primary
RECEIVED
DEf. 0 8 2014
DCM-MHD CITY
Book:584 Page:361 Seq:1
Book: 584 Page: 361 Page 1 of 3

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to
be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written. `,t,
14 (SEAL)
Fred A. Pratt
PaaGT _(SEAL)
Catherine M. Pratt Cc:
Cif
State of NORTH CAROLINA, County of O r ea
L ..i . ?Q a Notary Public of the County and State aforesaid, certify that
FRE . PRATT personally appeared before me this day and acknowledged the execution of the
foregoing instrument Winless my hand and official stamp or seal, this /9 do
A'Ur. , _,2013.
J C - Notary blic JOY C. PAOE
My Commission Expires: NOTARY PUBLIC OF NEW
ttY Cammbsbn ErPlres I
State of NEW JERSEY, County of G C eas
LNf, A C , T 12 ' a Notary Public of the County and State aforesaid, certify that
CATHERINE RtPRATI' personally appeared before me this day and acknowledged the execution
of the foregoing instrument. Witness my hand and official stamp or seal, this 14 day of
/ova: sr . 2013. Ad
JOY NEW
GE
Notary Public NOTARY PUBLICIC OF NEW XM
My Corium Sion Expires: (( my CWVft" Etmltas B.R2018
RECEIVED
1�
i DEC 0 8 2014
DCM•MHD CITY
Book:584 Page:361 Seq:2
Book: 584 Page: 361 Page 2 of 3

EXHIBIT A
All that certain lot or parcel of land lying and being situate in Number Three (M3)
Township, Pamlico County, North Carolina, and more particularly described as
follows:
All that tract on the north side of the creek or ditch which runs parallel with and about
152.21 feet north of Pennsylvania Avenue, as shown on the map prepared by W. H.
Utley, Feb. 2.4,1967, Map Book 4, Page 28, Pamlico County Registry, entitled "Survey
for F. L. Miller land for R. R. Vancil. EXCEPT FOR the .64 acre lot adjoining and north
of Pennsylvania Avenue which lot was deed to Carroll Yoemans and wife, Daphne L.
Yeomans by Deed from Mary Gloster, Inc. dated July 9,1980, Book 206, Page 475.
All deeds and maps are incorporated herein by reference for the purpose of describing
and limiting the land conveyed by this deed.
This property is also known as the Mary Gloster Harbor, it consist of all the land
owned by Mary Gloster, Inc. in Vandemere; and it is approximately 8.733 acres. Said
land is also shown on the map prepared by A. Hugh Harris, Jr., PE-RLS, dated May 27,
1987, entitled "SURVEY FOR DAVID A. PETERSON AND WIFE, ROSE M." and
recorded in Map Cabinet "A", Slide 28-1, Pamlico County Registry, which is by
reference incorporated herein.
RECEIVED
i
DeWMMFf em
Book:584 Page:361 Seq:3
Book: SM Page: 361 Page 3 of 3

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date
Name of Property Owner Applying for Permit:
% f, -, OF V/fd DC ml:-7a
Mailing Address:
19, 1319X 3 S 8
M„n1 aal6"`
I certify that I have authorized (agent) IV. C. W 1 LJLI! t RZS"CCz '5 649 to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) 001 l RI M 1 tf'^) D L)OGK,S
at (my property located at) 8 b G i21 rir/ a RVAL) VArJl) C hA6L0
This certification is valid thru (date) P&CG"" dif- 4 31 �2o15
Property Owner Signature Date
RECEIVED
DEC 0 8 2014

U.S. ARMY CORPS OF
WILMINGTON DISTRICT
Action Id. SAW-2014-01864 County: Pamlico U.S.G.S. Quad: NC-VANDEMERE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Town of Vandemere
Mr. Tom Woodruff
PO Box 338
Address: Vandemere. North Carolina 28587
Telephone Number: 252.745.3542
Size (acres) 8_73 Nearest Town Vandemere
Nearest Waterway Pamlico Sound River Basin Pamlico Sound. North Carolina.
USGS HUC 3020105 Coordinates Latitude: 35.18561
Longitude: - 66.664246
Location description: The project area is located north of Pennsylvania Avenue between Griffin Road and 1" Street in
Vandemere, Pamlico County, North Carolina. The project is a proposed public boat ramp on Log Pine Creek.
Indicate Which of the Following ADaly:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
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 § 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.
_ 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 _. 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 la LP€lour
Page 1 of 2 DEC 0 8 1014
DCM-MHD CITY

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 Washington, NC, at [phone] 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 have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Greer at 910-251-4567 or
Em ily.C.G reer(a,usace.a rmy.mil.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement to the 1987 Wetland Delineation
Manual and is adjacent to the Bay River, a Section 10 water. This feature exhibits a High Tide Line as indicated by
physical markings on trees and is part of the Pamlico Sound.
D. Remarks: Small herbaceous fringe wetland in the project area around Log Pond Creek.
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 10Ml5
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 NA.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** GREER.EMILY.C.13853 DRC-US. o-US. Gwemm t, w'DaD, W=Pq,
ou.Corps Regulatory Official: 25300 - Date.
USA, Cn 0.0823E6-16 G 385315300
Datr 101 a.10.083336:16 M'00'
Date: October 8. 2014 Expiration Date: March 18, 2017
RECEIVED
DEC 0 B 2014
DEM-MM9 CRY

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 our Customer Satisfaction Survey, located online at
http://regulatory.usacesurvey.com/
Copy furnished:
Preston Royster
RECEIVED
OR 0 8 gnu
DCM-MHD CITY

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
Town of Vandemer File Number: SAW-2014-01864 Date: October 8 2014
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions Civil Works/RepulatorvProgramandPermits.asux or
Corps re ations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section Il of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the forth to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
RECEIVED
DEC 0 8 7014
DCM-MID CITY

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. 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.
SECTION 11- REQUEST FOR APPEAL or013JU t IUM 1y AN rtva r u%L rxvrrnxnv rcxma a
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record, Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Emily Greer CESAD-PDO
69 Darlington Ave U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, NC 28403 60 Forsyth Street, Room I OM15
910.251.4567 Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government I
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation and will have the opportunity to participate in all site investigations.
r Date: Telephone number:
or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Greer, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
RECEIVED
DEC 0 8 2m4
DCM-MHD CITY

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): October 8,
2014
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Town of Vandemere, Mr. Tom
Wodruff, PO Box 338, Vandemere, North Carolina 28587
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Town of Vandemere / Boat Ramp 1 JD, SAW-
2014-01864
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES)
State: NC County/parish/borough: Pamlico City: Va ndemere
Center coordinates of site (lat/long in degree decimal format): Lat. 35.185610 Pick List, Long.-76.664246- Pick List.
Universal Transverse Mercator.
Name of nearest water body: Pamlico Sound
Identify (estimate) amount of waters in the review area:
Non -wetland waters: linear feet width (R) and/or 0.05 acres.
Cowardin Class: Riverine, tidal
Stream Flow: Perennial
Wetlands: 0.0 1 acres.
Cowardin Class: Riparian, lotic, emergent
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal: Bay River
Non -Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
® Field Determination. Date(s):
I. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit
applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an
approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting N WP or
other general permit, and the permit applicant has not requested an approved 1D for the activity, the permit applicant is hereby
made aware of the following: (1) the pcmnit applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD
before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the
right to request an individual permit rather than accepting the terns and conditions of the N WP or other general permit
authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that
undertaking any activity in reliance upon the subject permit authorization without requesting an approved ID constitutes the
applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on
the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal
court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as
is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or
individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal,
jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make
an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters
on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable.
RECEIVED
DEC. 0 8 7m4
DCM-MHD CITY

This preliminary JD finds that there "maybe" waters of the United States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case
file and, where checked and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Proposed project plans.
❑ Data sheets prepared/submitted by or on behalf of the applicantleonsultant
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
® Data sheets prepared by the Corps: SAW20141864.
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas: 3020105.
❑ USGS NHD data
® USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24K, V andemere, NC.
® USDA Natural Resources Conservation Service Soil Survey. Citation: USDA-NRCS Web Soil Survey.
® National wetlands inventory map(s). Cite name: USFWS Wetland Mapper.
❑ State/Local wetland inventory map(s):
❑- FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): Google Earth 2011.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corns and should
not be relied upon for later jurisdictional determinations.
GREEREMILY.C.1385325
300 ou.U'k c-GREER EMLLY.C.13833333W
W We MICIOM23:4144-0W
Signature and date of
Regulatory Project Manager
(REQUIRED)
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)
Site
Cowardin
Estimated amount of
Class of aquatic
number
Latitude
Longitude
Class
aquatic resource in
resource
"view area
1
35.18561
-76.664246
Riparian, lotic,
0.01 acre
section 404 — tidal
emergent
2
35.18561
-76.664246
Riverine, tidal
.05
Section 10-tidal
RECEIVED
DEC 0 9 7nu
DCM-Miht,Sai;a.

RECEIVED
DEC 0 B 2014
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DEC 0 8 2014

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NCEPA Statement of Compliance
The proposed construction of Vandemere Boating Access Area involves public
funds. The project does not significantly affect the quality of the environment.
The project is in compliance with the North Carolina Environmental Policy Act per
N.C.G.S. 113A 1-10.
RECEIVED
DEC 0 8 2014
DCM-MHD CITY

Sherman, Sara J.
From:
Sent:
To:
Subject:
Attachments:
Tom Woodruff
Town Manager
Town of Vandemere
P.O. Box 338,
Vandemere, NC 28587
252-745-5473
FAX: [phone]
Vandemere Town Clerk <[e-mail]>
Friday, December 05, 2014 1:53 PM
Sherman, Sara J.
FW: Vandemere Question
Vandemere Zoning Map Update, 12-3-14.pdf
From: load rickC@nccom merce.com
To: [e-mail]
Subject: RE: Vandemere Question
Date: Wed, 3 Dec 201418:52:24 +0000
Tom:
I have attached a draft zoning map with the proposed Village District. I did not include the "Future Roadway" on the
map, but I can if you need to show it.
I posed the following question to Adam Lovelady, at the Institute of Government: "May a town require a minimum
square footage for residential structures in a residential district?"
His answer:
Yes. The zoning authority outlined at 16OA-381 includes power to "regulate and restrict the height, number of
stories and size of buildings," among other things. I think the size of buildings could include minimum square
footage. RECEIVED
Another question you asked was "Can we require underpinning on elevated homes?" DEC 0 8 ➢nm
Yes, there are numerous examples around the state where jurisdictions require underpinning. DCM-MHD CfTV
Also, you asked about the Vandemere Waterfront Park boat ramp project. It is my interpretation of your ordinance that
"marinas" are allowed by right in your zoning ordinance. I would consider the boat ramp project a "marina." The
Merriam -Webster dictionary defines "marina" as "a dock or basin providing secure moorings for pleasure boats and
often offering supply, repair, and other facilities." I would consider the boat ramp falling within those parameters.

Since the use is allowed by right, approval of the proposed plans can be granted by the Zoning Administrator. I do not
see a reason while you would be required to hold a public hearing.
We at the Rural Development Division are undergoing a restructuring, and we don't provide traditional land use
planning and zoning services like we have in the past, but whenever a project includes a significant economic
development engine like the proposed boat ramp, we can work with you on some aspects of the planning associated
with it.
Thank you contacting the Rural Development Division and allowing us to serve you.
Lee Padrick
Rural Development -Eastern Regional Office
NC Department of Commerce
214 West 3rtl Street
Washington, NC 27889
Phone: [phone]
Fax: [phone]
From: Vandemere Town Clerk[mailto:vandemereclerk(a)live.com]
Sent: Tuesday, November 25, 2014 10:07 AM
To: Padrick, Lee
Subject: Vandemere Question
Hey Lee --Hope you had a great weekend.
I have a question for you about our Vandemere Waterfront Park boat ramp project.
We have had public hearings to apply for the grant (for land acquisition for the park), public hearing to accept
the grant, and a public hearing for the park project ordinance.
NC Wildlife is paying for everything to do with the boat ramp project. A stipulation of the grant was that
Wildlife could use up to 5 acres for development of the boat ramp.
We are now in the permitting stage and Wildlife has presented me with "concept drawings" which I have
shared with the Commissioners. They have given their ok to the concept drawings.
My question is --Do we have to have a public hearing to present the plans to the public? If so, what all needs
to be addressed at the public hearing?
Thanks
Tom Woodruff
Town Manager
Town of Vandemere
P.O. Box 338, RECEIVED
Vandemere, NC 28587
252-745-5473 DEC 0 8 2pm
FAX: [phone] DCM-MHD Cny

Connell, Brad
From:
Connell, Brad
Sent:
Tuesday, December 16, 2014 1:52 PM
To:
Sherman, Sara J.
Cc:
Brownlow, Roy
Subject:
Requesting revisions to CAMA Major Permit application
Importance: High
Mrs. Sherman,
Thank you for submitting a CAMA Major Permit Modification application package for a public boat launch, maintenance
dredging, and replacing an existing docking facility at Long Pond Creek. It is thorough and well prepared. However,
there are some issues that you need to address before the NC Division of Coastal Management can accept the
application as complete:
1. Form DCM MP-1, 7: please sign and date the application form;
2. Form DCM MP-1, 6f: please include the signed "green cards" from the adjacent riparian property owners;
3. Form DCM MP-1, 6e: please include the proof of the transfer of funds electronically for the appropriate
application fee;
4. Form DCM MP-2: please revise the excavation and fill table to reflect the dredging dimension under the Canal
column instead of other;
5. Form DCM MP-2, 5d: please answer;
6. Form DCM MP-2, 5: please sign and date the application form;
7. Form DCM MP-3: please sign and date the application form;
8. Form DCM MP-4, 1i: please check the Open water, dredging for canal box instead;
9. Form DCM MP-4, lm: are there no tie pilings associated with the 6 boat slips to be replaced?;
10. Form DCM MP-4, 2o: please revise your answer to reflect that 0 ftZof CW is affected;
11. Form DCM MP-4, 7c: please list the width of the canal also;
12. Form DCM MP-4, 8: please sign and date the application form;
13. Work Plan Drawings: please note the width of the canal relative to the proposed docking areas (showing
whether or not the proposed docks are less than % the width of the water body), and please note the scales on
the side -view profile drawings.
If you have any questions or concerns in the interim, please do not hesitate to contact me.
Thank you,
Brad Connell
Field Representative
NC Division of Coastal Management
http://portal.ncdenr.orJweb/cm/dem-home
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Vandemere
2. LOCATION OF PROJECT SITE: The project is located adjacent to Log Pond Creek at
86 Griffin Road, in Vandemere, Pamlico County.
Photo Index — 2006: 79-8247, grids V-5; 2000: 78-857, grids V-5.
State Plane Coordinates - X: 822284.867 Y: 161768.804
Longitude: 076039'51.82"W Latitude:35011'8.67"N
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — several, up to 12/18/14
Was Applicant or Agent Present —Yes
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received — cc: 12/22/14
Office — MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — 1994 Town of Vandemere (03/25/94)
Land Classification from LUP — Urban Transition
(B) AEC(s) Involved: PTA, EW, ES, PTS
(C) Water Dependent: Yes -�^�
(D) Intended Use: Public 1 �� 1
(E) Wastewater Treatment: Existing — Municipal sewer
Planned - N/A
(F) Type of Development: Existing — Six -slip docking facility, rip rap, vinyl bulkhead,
2 gazebos, 2 municipal works buildings, 1 storage shed, 3
canals, and 2 gravel driveways
Planned - 2 concrete boat ramps, vinyl bulkhead,
( 1270 ' ®� maintenance dredging of northern canal, asphalt parking
\ lot, privacy fence along southern property boundary,
replacement of existing 6-slip docking facility, and a kayak
launch
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: DREDGED FILLED IN O P/SH D
(A) Open Water
18,700 ft
1,200 ft'
3,042 ft shaded
20,000 ft2 incorp
(B) Section 404 Wetlandsl
IF
199 ft
(C) High Ground
21,250 ft
660 ft shaded
(E)
(F)
(G)
(H)
Total Area Disturbed: 62,009 ftz
Primary Nursery Area: No
Water Classification: SC; Sw, NSW Open: No
R VC/ � tc,
Proiect Summary: The applicant wishes to construc1two concrete boat ramps, two
Cultural Resources: None
�a0,l f
colt5 's

1
Field Investigation Report:
Vandemere BAA
2
sections of vinyl bulkhead, maintenance dredging of northern canal, asphalt parking lot,
privacy fence along southern property boundary, replacement of an existing 6-slip docking
facility, and a kayak launch for public use in Log Pond Creek, Pamlico County.
I ProVelae 4
Narrative Description: /�N� P! 2t/c P� f �c5�e� t
The property is located adjacent to Log Pond Creek at 86 Griffin Road in Vandemere, Pamlico�°� �w
County. This 7.53-acre parcel is developed with two gravel access driveways, two maintenance�.�
buildings, a shed, two gazebos, a six -slip docking facility, and shoreline stabilization. The adjacent
property to the north is undeveloped and the adjacent property to the south is developed with a single
family dwelling.
The elevation of the high ground of the parcel is about 4' above the normal water level (nwl).
Vegetation on the lot mainly consists of pine trees and �l,a,,��w���n,g�''asses There are no C
in the vicinity of the project area. There are threWaan'T eatures on this property. This parcel has
approximately 2,308' of continuous shoreline along Log Pond Creek. Immediate offshore water
depths adjacent to the parcel range from A' to —5' NWL. The subaqueous substrate is soft without
shell.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 140'across at this location. The three canals average an approximate width of 50'
across. These waters are not classified as a Primary Nursery Area and there is not any submerged
aquatic vegetation present. This area is closed to shellfish harvest and is classed as SC; Sw,
Nutrient Sensitive Waters. There is not a defined Federal Channel ' the nearby vicinity of this
project area. This project area is subject to the Neuse River Riparian uffer Rules.
10. Proposed Development: �/ AO - Vkcl Ir (7 �s
� Pub<<c /i�Glr�-
The applicant wishes to construct two concrete boat ramps, two sections of vinyl bulkhead,
maintenance dredging of the northern canal, an asphalt parking lot, a privacy fence along southern
property boundary, replace the existing 6-slip docking facility, and a kayak launch adjacent to Log
Pond Creek, in Vandemere. The proposed development will take place at 86 Griffin Road, Pamlico
County. The proposed development will serve the public at large.
The northern gravel access driveway will be removed as a part of this project. The proposed asphalt
driveway, parking area, and turn -around will serve to support the proposed boat ramps. This proposed
development will occur in the northwest corner of the property, adjacent to Griffin Road. The
proposed asphalt driveway, 45-space parking lot, and turn -around will cover approximately 69,875
square feet of high ground. The existing gravel driveway in the middle of the parcel will be
lengthened to access the existing shed and park maintenance buildings. A proposed privacy fence
will be constructed for the adjacent property at the southwest corner of the parcel.
The proposed boat ramps will be adjacent to each other separated by a floating staging dock. Each
boat ramp will be 84' long and 15' wide. The ramps will extend 40' out into the northern canal. The
A?
A-e„
Brad Connell January 2, 2015 Morehead City

VA *-
Field Investigation Report:
Vandemere BAA
staging dock will be 8' wide and 60' long. Either side of the boat ramp, vinyl bulkheads are proposed
along the canal's shoreline. The north side of the canal will have 156' of bulkhead to tie into the
existing bulkhead, and the south side of the canal will have 345' of bulkhead to tie into the existing
rip rap revetment. A 6' wide and 30' long courtesy dock is proposed immediately landward of the
proposed bulkhead sects n of the southwest comer of the north canal.
C&A
t, The pro edd maint ance excavation of the northern canal will slope from the proposed boat ramps
out to thef6 depth contour of Long Pond Creek. The proposed canal dredging will be 340' long and
teary from 30'-70' wide. This will result in the excavation of approximately 2,000 cubic yards of
material from the northern canal. All of the spoil material from the proposed dredging will be utilized
on site for the proposed bulkheads' backfill and the proposed parking lot area.
The existing six -slip docking facility is proposed to be replaced with a reduced footprint. A 6' wide
and 80' long dock is proposed landward and parallel of the canal on the southern shoreline. This dock
will access the proposed reconstructed 6' wide and 230' long fixed dock that wraps around the
confluence of the entrance of the north canal and the middle canal, which will support two 3.5' by 10'
finger piers and eight tie pilings. This dock on the north and middle canal will support three
�OKf formalized boat slips. The proposed fixed dock on the south canal will be 6' by 169' with 4' by 10'
99 pre -cast concrete steps for launching kayaks. This proposed dock on a south canal will have two
% r 3.5' by 14' finger piers and six tie pilings to support three more fo ized boat slips. These six wet
lr U slips can accommodate vessels from 18' to 30' in length. p fA'Po�
Cvrne f ��fosv/
Pd � 9. Anticipated Impacts: N� Pv..+r°�
The rebuilt 6-slip docking facility will not pose a hazard to navigation as it would remain in the same
footprint. The docking facility will be greater than 15' from the adjacent riparian property areas. This
proposed public docking facility will usurp 20,000 ft2 and shade 3,042 ft2 of Public Trust Waters. The
proposed docking facility will shade approximately 660 square feet of high ground.
The proposed asphalt parking lot, driveway, turn -around and concrete boat ramps will impact
21,250 square feet of high ground. The proposed ramps and bulkhead backfill will impact 199
square feet of Section 404 Wetlands. The proposed parking lot area is outside of the Neuse River
Riparian Buffer.
The proposed maintenance excavation of the north canal would impact 18,700 square feet of
(� shallow bottom. This proposed dredging will connect the base of the boat ramps to the -6.5' depth
contour at the mouth of the north canal, leading into Log Pond Creek. This will aid the public boat
ramp users to safely navigate the north canal.
Traditional marine construction methodology will be utilized during the construction of this public
docking facility, dredging, and boat ramp. Temporary turbidity impacts are anticipated during
construction.
There is not a cultural resource in the nearby vicinity of the project area. This project area is 6+�
Brad Connell January 2, 2015 Morehead City

• Field Investigation Report:
Vandemere BAA
Paee 4
subject to the Neuse River Riparian Buffer Rules. These waters of Log Pond Creek are not
classified as a Primary Nursery Area and there is no submerged aquatic vegetation present. This
area is closed to shellfish harvest and is classified as SC; Sw, Nutrient Sensitive Waters. There is
not a defined Federal Channel near the project area.
(�' I � kru, ^ ! 0004
Z>
40)
© �O 5e
-YQ
Brad Connell January 2, 2015 Morehead City

NORTH
CAROLINA
�1 AGE BY THE c >.
<:` Founded in 1895
Sheet Index -PERMIT DRAWINGS
North Carolina Wildlife Resources Commission
Division of Engineering & Lands Management
Engineer.- Sara Sherman, PE
1720 Mail Service Center
Ralegh, NC 27699
PH: 919-707-0150
FAX [phone]
Town of Vandemere
P.O. Box 338
Vandemere, NC 28587
PH. 252-745-5473
FAX [phone]
1.0 - Existing Site Conditions
1.0A - Existing Site Conditions with Aerial Photo Oveday
1.1- Demolition
1.2 - Existing Marina
1.3 - Existing Stormwater Conditions
2.0 - Proposed Site Plan
2.1- Proposed Ramp Area Details
2.2 - Marina Details
2.3 - Parking Lot Details
2.4 - Areas of Excavation & Fill
3.0 - Grading Plan
3.1 -Proposed Stormwater Conditions
6.0 - Ramp Profiles
6.1- Bulkhead Profiles
6.2 - Bulkhead + Shoreline Dock Profiles
6.3 - Fixed Dock details
6.4 - Step Canoe/Kayak Launch Details
VANDEMERE WATERFRONT PARK & BOATING ACCESS AREA
Marina Renovation &
New Boat Ramp Construction Project
1
86 Griffin Rd
Vandemere, NC 28587
Pamlico County - Log Pond Creek River
PERMIT DRAWINGS
12/5/2014--Pre-application review- !.
PamVandemere,
W� c lico CounTy,
Vicinity Maps
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ROJECT SITE
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RECEIVED
DEC b 8 9n"
DCM-MHD Ory

EXISTING IMPERVIOUS SURFACES SUMMARY.-
Property Area above NWL = 327,866 FTz (7.53 Acres)
Impervious Surfaces in Project Area = 21,853 FTz
Impervious Surfaces in CAMA 30' Offset = 40 FTz
Impervious Surfaces in Neuse River Buffer = 1560 FTz
(40 in Zone 1, 1520 in Zone 2)
Impervious Surfaces in CAMA 75'AEC = 2,311 FTz
GRAVEL
WOODED AREA
(PINE TREES)
19-A
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P.O..9M1es EX 404 WETLANDS TO BE FILLED (447 SF)
va%t �1,NC Wetlands delineated by USACE Staff Oct er 2014
I-CAMA 75' AEC
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rvoarn DIVISION OFENGINEERING &LANDS MANAGEMENT
cnaourvn 1720 MAIL SERVICE CENTER
RALEIGN, NORTH CAROLINA 27699
aesouaces Phone: [phone]
�+mnssp" Fax: [phone]

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3 3 G , . RALEIGH, NORTH CAROLINA 27699
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DEC 0 8 ?M4
DCM-MHD COY
D GEAR TO
" G DEPTH -6'
SHEET2.
�e
1215 2014
Fe Name:
vandemele.dwg
SmveM MRl
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Pawn: SJS
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SheN No.
2.1

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39"
11
\ ----------
\ 1 COURTESY DOCK ___-----�--- —��_
\ \ SMALL AMOUNT OF
ADDITIONAL RIP RAP
TO BE PLACED TO
CONNECT NEW WALL
PROPOSED MARINA/DOCKING FACILITIE;
• 6 formalized manna ships remain
• 406' of shoreline dock (6' width) in
Town Park/Manna Area
• 30' long x 6' wide courtesy dock in boat
ramp area
6.0"1
I I I
I I I L
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Steps for Conoe/kayak launch
1
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10.0"
4'r
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11
Scale 1" = 30'
BULKHEAD REMAINS
RIP RAP REMAINS
_J 6 MARINA SLIPS REMAIN
CONFIGURED AS EXISTING.
RIP RAP REMAINS PILES REMAIN.
FINGER PIERS RE0 CKED.
BUL
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EXISTING RI\RAP REMAINS
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12,1512014
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24" ROLL
m
Scale 1" = 30'
3
GRIFFIN ROAD
,IMPROVED DRIVEWAY IN SAME ,30 PUBLIC —
LOCATION AS EXISTING GRAVEL —
DRIVEWAY.
24" ROLL CURB
r
ASPHALT PARKING LOT
ROLL
PARKING SUMMARY.-
30 Trailer Spaces + 2 ADA
10 Single Car Spaces + 1 ADA
24" ROLL CURB
MAKE-READY" LANE
24" ROLL
JO. 0'
a 5.0'—\_
I
24 ROLL
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DEC 0 8 2g1A
DCM-M!"D
121&2014
2_3

■
PROPOSED SPOIL DISPOSAL AND
FILL AREA: PARKING LOT SUBGRADE
AND GRADING TOWARDS SHORELINE
PROPOSED SPOIL DISPOSAL AND
FILL AREA: BACKFILL BEHIND NEW
BULKHEAD.
ORARY AREA OF DISTURBANCE
UP T ' BEHIND WALL DURING
CONSTRUCrM,AND DEADMAN
INSTALLATION.
t
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PROPOSED SPOIL DISPOSAL IANL7'
FILL AREA: BACKFILL BEHIND NEW
BULKHEAD.
TEMPORARY AREA OF DISTURBANCE
UP TO 25' BEHIND WALL DURING
CONSTRUCTION AND DEADMAN
1'--- INSTALLATIO
l PROPOSED AREA ISTURBANCE
CONSTRUCT NEW SEGMENT OF
— TRAVEL DRIVEWAY /
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DREDGE AREA
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DEC 0 S 7014
MAC
IVWzo�a
0 \i op 200 300 F2.4
Scale 1 " = 100'

r
---- --------- GRIFFIN ROAD -____---
30 PUBLIC R W------- z
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PROPOSED SPOT ELEVATION (TYP.) \ _ / / I%./_� H5'1
Top of Asphalt/Gutterline \ e.5o / / H'��
B.M.
8.4.9 i
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PROPOSED CONTOURS (TYP.) w I ��"�� I I W CL
Solid Lines H.4.4 B.M.a H=4.3 II ' Z z
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8.4.2 H.4.2 �
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EXISTING CONTOURS (TYP.) l B.4.2 I \ 1 8.4.3
Dashed Lines RECEIVED
4 _ , M-WD CUY
H.4.0
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/ 1?/&2014
30 0 30 60 I 8.J.8
vaWemere.dwg
Dedyw' PBR
Scale l" = 30' I / \ / / I / I ra„i
2 : s
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PROPOSED RAMP PROFILE
SCALE 1"= 10'
END APRON/TOP OF RAMP
BEGIN APRON EL.=4. 1'
EL.=4.0
r--20' Apron O—(
20.0' Vertical
\ FILL AREA
EXISTING GROUND PROFILE
VERTICAL CURVE DETAIL
Begin Vert Curve 1Oi,.
Bads of Apron E1.=4.0'
El =4.1' EI =6.8'
EI.=3.4'
� 5' 5'
20' Vertipl Curve
PROPOSED FL OA TING DOCK PROFILE
SCALE: 1"= 10'
TOP OF RAMP 2 BOLLARDS (4"
EL.=4.1'�
,�--24.2' SIDEWALK
9POSED RAMP PROFILE
8'x8 x2' CONCRETE ABUTMENT —
80.0' Total
Romp Lengt
RAMP STRUCTURE WILL CONSIST OF:
8" Reinforced Concrete
6" No. 57 Stone
12" Class B Rip Rap
64.0' @14%
End of Curve CUTIFILL SUMMARY
Begin 14% Slope ABOVE NWL:
EI.=2.9'
Excavation =10 YD'
Fill = 250 YD' (135 earthwork + 115 ramp structures)
BELOW NWL:
Excavation = 250 YD3
Fill=130YDe (ramp structures)
ABUTMENT ELEVATION = 3.4'
0'
END OF RAMP
FLOATING DOCK (3®20'
DREDGING CONTINUES TO CONNECTING
DEPTH OF —6' AT MOUTH OF CANAL.
DREDGE VOLUME = ZOOO YD'
END OF RAMP
EL.=-6.0'
6.0' DEPTH
PEND OF RAMP
TION AREA
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DEC 0SN
12/52014
de Name:
vantlemere.dwg

PROPOSED BULKHEAD PROFILE
NOT TO SCALE
0
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8" D/A. SOUTHERN PINE TIMBER PILE
VINYL SHEET PILE 1.0"A307 GAL V. NUT 8 OG WASHER
3Ai"A307 GAL LAG SCREWS oe N
wo
'X6"TREATED WHALER z" x 6' TREATED CAP BOARDS ¢o
rZ5 Max EL.=26� PILE OfADMAN
(T) xx I F M/N. 2' COVER
4" X 6" WHALERS
3/4" JO- TIMBER BOLT
NO. 57 STONE, LINED WITH FABRIC
3
4" X 6" LOWER WHALER �
A307 GAL . CARRIAGE BOLT PVC PIPE DRAIN
1.0" PVC PIPE DRAT
.� �A%AA%/�A� AAA/�AAi�AA/VAA/�A�� VAA/ 'GaATi ronizad t-H2Ck Rods DREDGING LIMITS ARE 5 AWAY / // // / // // / , / / // WJ
FROM WALLS WITHOUT DOCKS \j \j\\j O
., \/\/\
QL
Xy \\//
Lu 2
w Y
TREATED IMBERP/LEDEADMAN W j
Q m
10' PILE z Q
ALL DEADMAN/ANCHOR PILES ARE 8" TIP DIAMETER PILES ui
NNYL SHEET PILE Q
16' SHEETS CL
8" OIA. TREATED TIMBER PILE Q
20' PILES
rL
RECEIVED
DEC 0 8 ?" 1
DCM-wD cl
oar
121512014
FAe Name:
vandemem.dwg
MRL
0esgw PSI?
w: SJS
AoFmreE
Sheet No
6.1

PROPOSED BULKHEAD + SHORELINE DOCK PROFILE
NOT TO SCALE
SECURED WE HC#8XX3 SQUAREGHEADED TREATED EXTERIOR DECKING SCREWS
COMPATIBLE WITH TREATED LUMBER (3Q EACH SUPPORT)
4"X6"TRE4TED WHALER
1.0" PVC PIPE DRAIN 6x6 POST ATTCHED TO WHALER WITH TIMBER BOLT
1.O' A307 GAL V. NUT & NY DOCK WASHER 4'X 6" TREATED WHALE
(COUNTERSUNK)
/— 318'A307 GAL V. LAG SCREWS
WITH GAL V. WASHER
RODS
YL SHIRS.
T PIa'O CAP BOAI
A, LV CARRIAGE BOL
H GALWASHER AND NUT
iTR/NLAP-JOINTED A
6x6 POSTS
HURRICANE
ALL DEADMAN/ANCHOR PILES ARE 10" TIP DIAMETER PILES
2 TIMBER BOLTS
CAP BOARDS
2` x 6" DECK BOARDS
EL,2.6'
4" X 6" WHALERS
NO. 57 STONE
LINED WITH FABRIC
LOWER WHALER BOLTED THROUGH VNYL
WITH 3/4- TIMBER BOLT (COUNTERSUNK)
Ng MA WA i
1" PVC PIPE DRAIN
® 6' OC OR APPROVED EOUIV.
aNe BOr
DREDGING EACH
O SHORELINEDOCKS
SECURED WITH OGEE WASHER AND NU
10" DIAMETER PILE OEADMAN—
MIN. 2' COVER
rr3/4" 30" TIMBER BOLT THROUGH I
TOP WHALERS & PILE
4" X 6 T WHALER
4"x6" STRINGERS
xi
L-
AND 4X6 WHALER
IO' P2E, 2' MIN. COVER)
6 X6` SQUARE POSTS, 6' LONG
VINYL SHEET PILE
16 SHEETS
8" VIA. TREATED TIMBER PILE
20' PILES
I
M
DEC 0 S ?1
12/5/2014
fd4 Name:
vantlemere.dwg
6.2

PROPOSED FIXED DOCK PROFILE
NOT TO SCALE
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314" TIMBER BOLT 2" X 6" DECKING (GRADE 7)
GAL V. SIMPSON H25A HURRICANE 77E
6" DIA. TREATED TIMBER PILE 314" AMBER BOLT 6.0
WITH OG WASHER & NUT 2" X 6" DECKING
EL=23'
SHORELINE CONDITIONS VARY
GALV. SIMPSON H25A HURRICANE A RIP RAP STABILIZED SHORELINE NEAR BOAT RAMP
516" TIMBER BOLT UNSTABILIZED SHORELINES SOUTH OF MARINA
W17H OG WASHER &NUT
4 X 6 4 X 6 \
4" X 6" STRINGERS W
4 X 6 4 X 6 J
5 2" X 10" PILE CAP I O
4 X 6 4 X 6 O
4 X 6 4 X 6 0-
UNaISNRBEO 60ii0.11 110 ^�
MIN. DIAMETER PP
75' 7.57.5' LS TREATED TIMBER PILES m (� 2" X 10" PILE CAP W O
\ �11\ \1 �� \r1H'\ 1�\�`l
8" DIA. TREATED AMBER PILE ax D eeTTW
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RECEIVED
DEC 0 8 2014
E)CM-MHD Clio
Dale:
121512014
Fde Name:
vandemem.dwg
urve* MRL
Desgned, PBR
wn: SJS
Ammw:
No
6.3

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d VANDEMERE BAA NOR TN CAR NA WILDLIFE RESOURCES COMMISSION
Hoare DIVISION OF ENGINEERING & LANDS MANAGEMENT
aoLIHA
1720 MAIL SERVICE CENTER
u O m LEIGH, NORTH CAROLINA 27699
A o m maK
m PROPOSED LAUNCH STEPS "�' aesouacWRhone: 919.707.0150
Fax: [phone]
v, z A � vrxr.ncwildlile.org

RECEIVED
DEC 0 8 1014
DCM-MN9 PITY