20080830 Ver 2_CAMA Application_20091113

D $ - D 83o v 2,
Ai;'A?
NCDENR
: evefiy L.t °jes Y i-jue Jat-nes 4. u-fegsclI
November 10, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
° @@@0W[21
NO V 1 3 2009
DENR - WATER pt, km
IANDS AND STORMWATER BRANCH
CAMA/DREDGE & FILL Permit Application Review
Port Vandemere Marina, Inc.
The project site is located on Shell Castle Lane, Vandemere, Pamlico County.
Proposed Project: The applicant is proposing to construct a 47-lot subdivision with
infrastructure, paved roads, clubhouse, parking lot, 47-slip marina, boat ramp
and a golf cart bridge.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/30/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE n_
400 Commerce Ave., ore ea I y, 28bb/--3421
252-808-2808 \ FAX: [phone] Internet: www.nccoastaimanaaement.net NorthCarolina
An Equal Opportunity \ Affirmative Action Employer Naundbir
Evrd,lvr rUUMIL ree ocnuume
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
I. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100% ($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0),
III(C), If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that Involves the
filling andlor excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
Check # i
Amount
Project
Name
J vuc
1
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Port Vandemere Marina, Inc.
2. LOCATION OF PROJECT SITE: The project is located adjacent to Vandemere
Creek at Shell Castle Lane off of Griggs Road in Vandemere, Pamlico County.
Photo Index - 2006: 85-8308, grids N-20 thru N-23, 0-19 thru 0-24, P-18 thru P-
24, Q-17 thru Q-24, R-17 thru R-24; 2000: 85-1004, grids F-2 thru F-8, G-2 thru
G-9, H-2 thru H-9, I-2 thru I-7, J-2 thru J-6, K-3 thru K-5.
State Plane Coordinates - X: 823326.153 Y: 163073.426
Rover #: M022412A Longitude: -76 39 09.45 Latitude: 35 1150.20
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - (severao 2/24/08 to 4/17/09
Was Applicant Present -Yes
Photos Taken - No
5. PROCESSING PROCEDURE: Application Received - cc: 10/23/09
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification from LUP - Rural with Service/Conservation
(B) AEC(s) Involved: ES, PTA, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - None
Planned - Sewer infrastructure
(F) Type of Development: Existing - Gravel access road & three docking facilities
Planned - 47-lot subdivision with infrastructure, paved
roads, clubhouse, parking lot, 47-slip marina, boat ramp,
& golf cart bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
II (A) High Ground 11 (' 1,045,440 ft2 II II
(B) Open Water 9,680 ft2 shaded
122,500 ft2 incorp
I (C) Shallow Bottom F-jr 450 ft2 11 1
11 (D) Coastal Wetlands 11 11 11 960 ft` shaded
(E) Total Area Disturbed: 1,169,350 ftZ
(F) Primary Nursery Area: No
(G) Water Classification: SC; Sw, NSW Open: No
8. Project Summary: The applicants wish to construct a 47-lot subdivision with infrastructure,
paved roads, clubhouse, parking lot, 47-slip marina, boat ramp, & a golf cart bridge for
private use and are applying for a permit to do so.
Field Investigation Report:
Port Vandemere
Page 2
9. Narrative Description:
The NC Division of Coastal Management staff has reviewed this proposal under the NC State
Environmental Policy Act and issued a Finding of No Significant Impact on August 31, 2009.
The property is located near Vandemere at the end of Vandemere Creek Drive, off of NC 306 in
Pamlico County. The tract is a 71-acre tract adjacent to Vandemere Creek. This site is developed
with gravel access roads, three docking facilities, and a single family residence under construction.
The adjacent tract to the north is undeveloped and the adjacent tract to the south is a proposed
subdivision.
The elevation of the high ground of the parcel is about +5' above the normal water level.
Vegetation on this lot mainly consists of Coastal Wetlands, mixed trees and shrubs, and Section
404 Wetlands. This tract has approximately 9,849' of continuous shoreline along Vandemere
Creek. Immediate offshore water depths adjacent to the lot range from about -2' to -6.9' nwl.
The subaqueous substrate is firm without shell.
This waterbody is about 480 feet across at this location. These waters 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 in this area. This project area is subject to the Neuse River Riparian Buffer
Rules.
10. Proposed Development:
The applicant wishes to construct a new 47-lot subdivision with infrastructure, paved roads,
clubhouse, parking lot, 47-slip marina, boat ramp, and a golf cart bridge adjacent to Vandemere
Creek near Vandemere. The proposed development will take place near the end of Vandemere
Creek Drive, off of NC 306.
The upland development consists of the construction of a 47-lot subdivision with infrastructure,
parking lot, golf cart path, golf cart bridge, two ponds, asphalt roads, and a community clubhouse
with a pool. The utilities will be sited within the roadway network right-of-ways. The access
roads will connect to the end of Vandemere Creek Road. At the end of Vandemere Creek Drive,
the road will fork north and south. The road heading south will mainly serve the adjacent proposed
subdivision, not a part of this project. The road ("Shell Castle Lane") heading north/northeast will
be 1,470' long and have a 60' wide right-of-way (20' paved traveling width) and end as a cul-de-
sac. There will be another road and cul-de-sac ("Royal Shoal Lane") 160' north of the fork
heading due east that will be 550' long with a 60' right-of-way (20' paved traveling width).
Approximately half way up "Shell Castle Lane" will be another road ("Frying Pan Road") that
connects to the adjacent tract to the northwest. "Frying Pan Road" will be 220' long with a 60'
wide right-of-way (20' paved traveling width). The remainder of the road will be off site and will
not be a part of this project.
Brad Connell November 6, 2009 Morehead City
Field Investigation Report:
Port Vandemere
Page 3
Just north of the Vandemere Creek Drive adjacent to the entrance to the proposed subdivision, the
first pond will be 260' long and 140' wide. The second pond will be 700' east of this pond and
will be 70' wide and 200' long.
At the end of "Shell Castle Road," there will be 320' long by 12' wide asphalt golf cart path
heading south into the subdivision's common area. The cart path forks and has a parking lot in the
fork approximately 100' from "Shell Castle Road." The parking lot will support four vehicle
parking spaces. This parking lot will be 24' long and 40' wide. The other roadway at the fork
will head easterly towards Vandemere Creek. This road will be 300' long and 12' wide. At its
terminus will be a boat launch that is 15' wide and 60' long. On the south side of the boat ramp,
will be a 6' wide and 50' long staging dock. This boat ramp will extend 25' waterward of the
normal water level.
At the terminus of the golf cart path, there will be another parking lot. This parking lot will
support parking for twelve golf carts. This parking lot will be 72' long and 22' wide. The parking
lot will be 100' from the normal water level and 75' from the Coastal Wetlands. Immediately
adjacent to this golf cart parking lot, will be a 5,000 square foot clubhouse and pool. The
clubhouse and pool will be approximately 75' landward of the normal water level and 50' from the
Coastal Wetlands.
At the southwest corner of the golf cart parking lot, will be another cart path, bridge and cul-de-
sac. This wooden cart path and bridge will be 470' long and 6' wide. This elevated path and
bridge will traverse 100' of Coastal Wetlands and an unnamed tributary (UT) of Vandemere Creek.
The UT is 80' wide at this crossing. The golf cart bridge will be elevated at least 3' above the
Coastal Wetland substrate and 10' high above the navigable slough accessing the UT. The UT is -
3.0' nwl deep at this location. This path and bridge will connect to a cul-de-sac on a common high
ground area. This bridge will shade 630 square feet of Coastal Wetlands and 480 square feet of
open water.
From the clubhouse pool, there will be two mulch walkways to access two sections of the
residential marina. The southern most walkway is 6' wide and 150' long. The walkway just north
of it is 6' wide and 190' long.
The southern most section of the marina, "D Dock," will support eleven boat slips. The main pier
is 6' wide and 230' long. There will be seven finger piers and twelve tie pilings. Four of the
finger piers are 30' long, two are 35' long, and one is 40' long. All of the marina's finger piers
are four feet wide. This southern most section of docking is 375' from the adjacent riparian
property line. This section of dockage will shade approximately 60 square feet of Coastal
Wetlands and will extend 150' waterward into the 335' wide UT.
The next section of proposed dock, "C Dock," will lie 84' to the north and will support eight boat
slips. The main access pier will be 6' wide and 130' long. There will be four finger piers, eight
tie pilings, and one "T" platform. Two of the finger piers are 30' long and the other two are 35'
long. The "T" platform is 105' long and 6' wide. "C Dock" will extend 130' waterward into
Brad Connell November 6, 2009 Morehead City
Field Investigation Report:
Port Vandemere
Page 4
Vandemere Creek.
The next section of proposed dock, "B Dock," will be 84' to the north and will support eleven boat
slips. The main access pier will be 6' wide and 190' long. Where will be six finger piers, ten tie
pilings, and a "T" platform. Each of the finger piers will be 30' long. The "T" platform at the
end of the pier will be 6' wide and 85' long. "B Dock" will extend 153' waterward into
Vandemere Creek.
On the north side of the boat ramp, will be the final section of dockage. This section of dock, "A
Dock," will support seventeen boat slips. The main access pier will be 6' wide and 350' long.
There will be ten finger piers and eighteen tie pilings. Six of the finger piers will be 30' long,
three of the finger piers will be 35' long, and one will be 40' long. "A Dock" will extend 120'
waterward into Vandemere Creek.
This marina will be able to support vessels up to 60' long. This marina will have a total of 47 slips
and will serve the Port Vandemere subdivision. Three of the wet slips will be 20' by 60,' nine of
the slips will be 18' by 50,' four of the slips will be 17' by 45,' thirty of the slips will be 16' by
40,' and one catamaran wet slip will be 32' wide by 40' long. The average depth in the marina
slips is approximately -5' NWL. "D Dock" will be approximately 375' from the adjacent riparian
property corridor to the south and "A Dock" will encroach into Lots #25 & 26's riparian property
corridors to the north. Both of these lots are currently owned by the applicant. The closest
existing adjacent docking facility is 195' north of "A Dock."
10. Anticipated Impacts:
The northern most section of dockage and boat ramp will encroach into Lot #25 & Lot #26's
riparian property areas. This marina will extend 153' waterward into a 650' wide waterbody. The
47-slip marina will usurp 122,500 ft2 of public trust waters and have 4,580 ft2 of platform area along
1,800' of shoreline adjacent to Vandemere Creek. The lot grading, ponds, roads, parking lots, and
clubhouse will disturb approximately 24 acres of high ground. Approximately 2% of the tract
within the coastal shoreline AEC will be covered by impervious surface, and 6% of the entire tract
will be covered by built-upon surfaces. A section of the paved cart path and the paved drive that
accesses the boat ramp are impervious impacts within the 50' Neuse River Riparian Buffer.
The marina and golf cart bridge will shade 960 ft2 of Coastal Wetlands and 9,680 ft2 of open water.
There is no submerged aquatic vegetation (SAV) in the project area. These waters of Vandemere
Creek are classified as SC; Sw, NSW waters. These waters are not Primary Nursery Area and are
closed to the harvest of shellfish. The golf cart bridge pilings will restrict the navigable opening of
the 80' wide UT down to a 20' wide access. The boat ramp will fill 450 square feet of shallow
bottom habitat. "D Dock" will extend 150' waterward into the 335' wide UT. This encroachment,
coupled with the bridge, will significantly reduce the amount of navigable waters at the mouth of the
UT.
Brad Connell November 6, 2009 Morehead City
A NCDEX_ WA
NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
MEMORANDUM
DATE: November 6, 2009
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell Z),
SUBJECT: Comments and Recommendations - CAMA Major Permit - Port
Vandemere Marina, Pamlico County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposal involves the grading and filling of 1,045,440 square
feet of high ground. This proposal shades 960 square feet of Coastal Wetlands. The
proposed residential marina incorporates 122,500 square feet of public trust waters.
The boat ramp will fill 450 square feet of shallow bottom habitat. These waters of
Vandemere Creek are closed to shellfish harvest. This waterbody is not a Primary
Nursery Area. "D Dock" will extend 150' waterward into a 335' wide tributary. This
proposal will pose a hazard to navigation. The Morehead City District staff would
recommend that this dock's encroachment into the mouth of the UT be reduced in order
to meet the specific use standards listed in 15A NCAC 07H .0208(b)(5).
The golf cart path and associated bridge crossing do not appear to minimize impacts to
navigation nor demonstrate a need for this development as set forth in the general use
standards of 15A NCAC 07H .0208(a). The applicant has not justified the need for the
impacts to navigation of the UT, since there is no other associated development on that
portion of the tract. Users can access this community lot by boat. The Morehead City
District staff would recommend the denial of this portion of the proposed development.
The Morehead City District staff disagrees with the riparian corridor lines to the north,
and believes that the "A Dock" will usurp the riparian area of Lot #26 and encroach into
the riparian corridor of Lot #25. The Morehead City District staff would recommend that
Lot #26 be dedicated as a community lot and that Lot #25 has deed restrictions
prohibiting the installation of its own docking facility. Assuming that state and federal
agencies concur with the proposal, I recommend the project be authorized as proposed,
contingent upon the following conditions:
1) Any mitigative measures or environmental commitments specifically made by the
applicant in the Environmental Assessment for this project should be
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Port Vandemere Marina
November 6, 2009
Page 2 of 3
implemented, regardless of whether or not such commitments are addressed by
individual conditions of this permit;
2) Any development or land disturbing activity that is considered non-water
dependent is not authorized within 50 feet of the normal water level or coastal
wetlands unless specifically exempted by Environmental Management
Commission (EMC) Neuse River buffer regulations in place at the time of such
development;
3) Any building constructed shall comply with the North Carolina Building Code and
the local flood damage prevention ordinance as required by the National Flood
Insurance Program;
4) Prior to construction of any new boat slips or other docking facilities under this
permit, the permittee must apply for and receive an Easement from the
Department of Administration's State Property Office as required under N.C.G.S.
146-12(e);
5) Any portion of the permitted access pier and docking facilities built over coastal
wetlands must not exceed six feet in width and must be elevated a minimum of
three feet over the wetland substrate as measured from the bottom of the
decking;
6) This permit authorizes a maximum of 47 boat slips. At no time shall more than
47 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;
7) 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;
8) 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;
9) In order to protect water quality, runoff from the construction must not visibly
increase the amount of suspended sediments in adjacent waters;
10)Appropriate sedimentation and erosion control devices, measures or structures
must be implemented to ensure that eroded materials do not enter adjacent
Port Vandemere Marina
November 6, 2009
Page 3 of 3
wetlands, watercourses and property (e.g. silt fence, diversion swales or berms,
sand fence, etc.);
11)An "as-built" survey depicting the docking structures' proximity to the adjacent
riparian property lines and waterward extent of the marina must be submitted to
the Division within 60 days of completion of the project;
12)No sewage, whether treated or untreated, shall be discharged at any time from
any boats using the marina. Any sewage discharge at the marina shall be
considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
NOTE: It is strongly recommended that the permittee exercise all available
precautions in the day-to-day operation of the facility to prevent facility
waste from entering the adjacent waters. Such discharge, either directly
or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
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: Permanent reflectors should be attached to the structure in order to make
it more visible during hours of darkness or inclement weather.
CC: Tere Barrett, DCM
Ted Tyndall, DCM
gem Mr-1
08-C)83o Vr.
APPLICUION for
Major Development Permit
(last revised 12/27/06)
3
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant! Landowner Information
Business Name Project Name (if applicable)
Port Vandemere Marina, Inc. Port Vandemere Marina
Applicant 1: First Name MI Last Name
Bret Doman
Applicant 2: First Name MI Last Name
Edana Long
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
403 Vandemere Street Oriental NC
ZIP Country Phone No. FAX No.
28571 USA 252 - 675 - 8039 ext. - -
Street Address (if different from above) City State ZIP
Marina Address: 288 Shell Castle Lane Vandemere NC 28587-
Email
2. Agent/Contractor Information
Business Name
Coastal Management Solutions
Agent/ Contractor 1: First Name MI Last Name
Roger N. Schecter
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
206 Margo Court New Bern NC
ZIP Phone No. 1
Phone No. 2
28562 252-670-1393 - - ext.
- - ext.
FAX No. Contractor#
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>

Port Vander-lef.? Mc rin a: 1"diviulu al "+_..-? J?ZrS ]n Acres
#L 10.56
#2. 0.48 #30, 033
#3 -8. 0.46
#9. 0.62
#10. 2.05
#11. 1.11
#12. 0.80
#13. 0.62
#14. 0.54
#15. 0.94
#16 0.47
#17. 0.58
#18. 1.96
#19. 1.58
#20. 1.37
#21. 1.42
#22. 0.85
#23. 0.79
#24. 0.70
#25. 0.68
#2f?. 0.76
#27. 0.89
#28. 1.17
tF.?J 1. V.JU
#32. 0.72
#33- 35. 0.50
#36. 0.79
#37. 1.07
#38. 0.67
#39. 0.72
#40. 1.75
#41. 3.00
#42. 0.79
#43. 0.53
#44. 0.44
#45. 0.55
#46. 0.46
#47. 0.57
r
#29. 0.85

3, Project _ocaticn

County can be muitiole; ? ireai a Jdress
P-,I ,Ilc., /L f1fd ??rra,, 283 lrii isrlP0?
i

I Subdivision Name City State Z,p
i
j Port Vanderere Vandemere i?1C 28587-
Phone No. Lot No.(s) (if many, attach additional page with list)
252 _ 575 _ 3039 e;rt 1 through 47,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Neuse Vandemere 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.
NNatural ?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
NYes ?No work falls within.
Vandemere
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
9,849 ft 70.76 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
See MP-1 page 2, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ft ?NHW or ®NWL
e. Vegetation on tract
young loblolly pine, wax myrtle, Smilax, srcub vegetation
f. Man-made features and uses now on tract
previoiusly logged, dirt surface subdivision access road/cul-de-sac, residence (under construction), three individual docks

g. Identify and describe the existing land uses adiacent to the proposed project site.
undeveloped land and proposed subdivision to the South; previously logged tract to the North
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
NA (Attach zoning compliance certificate, if applicable)
?Yes ?No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No 1
(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.
None
o. Describe existing drinking water supply source-
None
p. Describe existing storm water management or treatment system.
None
5. Activities and impacts
a. Will the project be for commercial, public, or private use? ?Comrnercial ?PubliclGovemment
®PrivatefCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
A 47-tot residential development with a 47-slip marina and dub house
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equiipmerd and where it is to be stored.
grader, back hoe, small dozers, typical marine construction
d. List all development activities you propose.
Access road, waterlsewer infrastructure, residential housing, dub house, marina
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 24 ?Sq.R or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No i]NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
existing surface runoff from previously logged area; proposed BMP's as per Stormwater Management Permit
i. Will wastewater or stormvwater 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 NNA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>

i1/12Ji^Y 2"1 lG J!r7'1 enf 1-f
Se Additional information ------ ----- -- -
In addition `o This xmpleted appllcador, °crm: (MP--l; the rollcaving items beice+i, ;f 3pplicabie, ,M.1SE be Submitted in order:., the appiicaticn
package to be complete. Items ,a) - (0 ara always applicable to any major de+veiopment application. Please consuit the appGcatio;-
instructicn bockiet on i7ow is properly precare he required items beio+rv_ j
A project narrative.
_ in ,.+ ,.at,. ..+ A A t.. No 01-- - +ha nracant ctnti m of the I
1_ u. ran u..w,.. w...?... .., ,. v,... ,,, ,..,...., ,....,,.,, ., .. .. ........ ..................... .....?_; _. _ .. _ _
_... +?
proposed p1aiect. is ally poltlon alfeady i;cfnpie(e" if pfeviuusly authorized ''veik, cleat y ndlcata on , naps, plats, .?ar a,A/lr'g .J ?jstingu; sh.
between work completed and proposed.
f c. A site of location reap that s sufficiently detailed to guide agency personnel u arniliar with the area to the sits.
/ i
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 Virginia Eitner Phone No. 252-37-2963
Address P. O. Box 3320, New Bern, NC 28564
Name Elane Sadler Phone No. 252-745-3360
Address 16 Elm Street, 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.
Stormwater: SW-7070624: Bret Doman and Edana Long July 9, 2007
Sedimentation: Pamli-2008-0002: Bret and Edana Long August 17. 2007
Signed consultant or agent authorization form, if applicable.
etland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k 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
k
L
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 _10/5/09 Print Name Roger N. S cter
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAVIA Major Permit, Form DCNI 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 excavaticn and/or ill activities. All values should be giver In feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp I Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)

Length 60'
Width 15'
Avg. Existing -4' NWL NA NA
Depth
Final Project -4' NWL NA NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2, DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA ?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
(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
?WL ?None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3, SHORELINE STABILIZATION Z This section not applicable
Of development is a wood groin, use MP-4 - Stnactures,)
a. Type of shoreline stabilization: b. Langth:
"Bulkhead ?Piprap L] Breakwater/sill '-7Cthar /rlidth:
Average distance watervard of NHW or NVAIL: d. Maximum distance vateruard of AIHW or NVV1_:
Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f ri1 Has there been shoreline °_.rnsinn during preceding 19
months?
?Yes ?Nc ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ZThis 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
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
NA
c. (i) Will navigational aids be required as a result of the project?
?Yes ZNo ?NA
(ii) If yes, explain what type and how they will be implemented.
J What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
NA
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ZNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
10/5/09 Roger N. Schecter
Date Ap licant Name
Port Vandemere Marina
L-!X 3K
Applicant nat
Project Name
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. 47 lots
club house/pool,47-slip marina, infrastructure, parking, cart
paths, elevated cart bridge
c. Density (give the number of residential units and the units per
acre).
47 units, 0.81 units per acre
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
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
24 acres (including estimate for housing construction)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt roads, concrete driveways, paver stone walkways
(ii) If yes, list the date submitted: approved
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.
Approx. 2%
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.
6%
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: -approved
Describe proposed method of sewage disposal
Bayboro Metropolitan Sewer District
1. 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).
surface runoff managed via Stormwater permit
k. Have the faalkies described in Item (i) reoeived state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
ia. Describe proposed Drinking -water >IJD,.pl-f 3, Iu,-e ?.?. ?., ',Nell. ii) Vvill water je ;mooundec71 ', Yes 1. J'No JNA
-on imiu ait'i::)u' ,ic aystern :?tC. „fir Aic anc^^
, now Tan v aC.Os .? zmall ate, ,u.?, + .,?a tia , , acre
Town of Vanuer ,es'e m a? _
01her.. was the iot(s) plattad and recorded".
Jani Tani 16, 2(ifl7
p. If proposed deveioprnent is a :subdivision, will additional utilities be
ii?5idile(7 "u, 'this ipla(ld
ZYes ?No ?NA
10/5/09
Date
Port Vandemere Marina
Project Name
Roger N. Schecter
Appl' ant e
Appli nt Sig ture
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 ?Public/Government OPrivate/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 5 A B C D Ramp Dock
(iii) Length 350' 190' 130' 230' 50'
(iv) Width 6' 6' 6' 6' 6'
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 2 B-Dock C-Dock
(iii) Length 85' 105'
(iv) Width 6' 6-
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
47
(ii) Number of slips existing
none
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 40+
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
48
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?Nc
19 6 2
30' 35' 40'
4' 4' 4' 4'
?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 ("wet slips") only, number of slips: 47
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
sail/ power
1. (i) Will the facility be open to the general public?
?Yes ®No
'2e DOCKJNG FACIL.JT'!1lV WAWA OPERATIONS -7his section not app#rauie '
a. Check each of the Following sanitary `acilities that will oe included in he proposed project.
Off . ?oilets
Toilets for patrons; ?lumber: 2, Location: club reuse
17 Showers
Boatholding tank pumpout; Give Type and ':ocaticn: statienar/ at "C" Dock
ti. Describe treatment type and disposal location for all sanitary wastewater.
central sewer: Bayboro Metropolitan Serwer District
c. Describe the disposal of solid waste, fish offal and trash.
central collection and landfill
d. How will overboard discharge of sewage from boats be controlled?
no discharge requirement; provision of free pumpout
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
4, posted at each dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
1, posted at "C" Dock
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h• Give the number of channel markers and "No Wake" signs proposed. none
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
N.
j. What will be the marina policy on overnight and live-aboard dockage?
Permitted
k. Describe design measures that promote boat basin flushing?
NA
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
'?. 'he 'Y'af!na/drr;0rq 'amjit,,1 Or•^,C .?F?f,) int. r -)r 3djar3nt 'o ^asTal iV3iiardsjrnarsr C`f?l', :.^t"er?F?t1 ?(7 ?.: 7(ir rar?atgfif; :H'!? ?f°,I •^.C[(Ot"?
($B), 'Ji iinP,r'A/eri2np5 Ilfljl_7 if 3f??/ DcJ;<eS 9f° cnec<ed, OfC,V!d° 'i'ti1Um'Oer oT 3C113af? f°Hr -3tfPG;pC1^
p, a Tie proposed manna/rjocfcing ac:fty located within or "v thin close ;proximity to any sn9!Itlsn eases? J '8S Ji`lo
!f yes, give the name and address of the ieaseholder(s), and give the proximity to :he :ease.
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 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 ?Public/Government ?Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
?rnxirni ')tstr? ?,iia'rl?, ?rljara ?ip nara )?'nrpr, l lines
,`icte. For':ucy,,-rccr;rq CI?IY'C? :.se dry c:-r 31w!r,y;
^,i ye?,3el.
McIth of water bcdy
800 feet averace
e. (i) Will navigational aids 'oe required as 3 result of the ;project?
?Yes Silo ?NA
(ii) if yes, explain what type and now They will be :mpiemented.
10c.crU <„IItIF:S.
'JA/ate; deprh at w3tan,uarri and or r, ?rtura at NLA r'1JVL
7 feet y /Ail-
B, OTHER ZThis section not applicable
a. Give complete description:
1015/09
Date
Port Vandemere Marina
Project Name
Roger N. Schecter
A ame
Oda
Applicant gnat
firin IN MP-1
BRIDGES and CULVERTS
,a.iiach. this `crm to •jOint,=\pOilcadcf { (' :IAt;dIA IMajol. F'-z fl OC NI MF ;1?ra c :Gnnphe ' -afl a' c1' ?2t; iccs ',f ft-'e Jclm
Application that relate to this proposed project. Please include all suppiernentai information.
1, BROGES ?This section not applicable
a. Is the proposed bridge. o. Y later body to be crossed by bridge:
ElCommercial ?Public/Governrnent IS PrivateiCommunity Slough off Vandemere Creek
c. Type of bridge (construction material):
wooden
d. Water depth at the proposed crossing at NUN or NWL:
3.5 Feet NWL
e. (i) Will proposed bridge replace an existing bridge? ?Yes ®No f.
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
(i) Will proposed bridge replace an existing culvert? ?Yes ®No
if yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: 190' (115' Over marsh; 75' over h• Width of proposed bridge: 6 feet
water
I. Will the proposed bridge affect existing water flow? ?Yes ®No j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ®Yes ?No
If yes, explain:
If yes, explain: Current access by small boats in -3' or less
of water. Proposed bridge pilings allow 20' width for
access incenter of slough
k• Navigation clearance underneath proposed bridge: 10 feet 1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 3 feet
waters? ®Yes ?No
If yes, explain: bridge approach from the crosses 90 feet,
approach to the South crosses 15 feet.
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
i"? eA79'a?'efl ate,'

?. J) vViil !'oposed Culver[ repiace an existing or loge % 8. (!) 'g1AI proposed cubjeff replace an exlsdilg Culver(?
?Yas ONo Yes I ]No
if yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
if yes.
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
MOIL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
?Yes ?No
If yes, explain:
F 3. EXCAVATION and FILL ®This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ?No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
MI :ny I8C fY ^r ha nmr ,? { nrifl - r ,- +lfl °r l ire =n,/
If Yes.
A%/,;. ength if area o -a
a;cca iaieC: __--
(iii) va. width of area m ^,e !?;ccavated -
(iv) ;avg. Heath 7i area ?o oe excavated:
(v) amount or material to be excavated in cubic ,lards:
d. if the placement of the bridge or culvert invoives any excavation, piease complete the ro{lowing:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ?Yes ?No (!f no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ?No
(v) Does the disposal area include any coastal wetlands/marsh (CN/), submerged aquatic vegetation (SAVs), other wetlands M1L), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ?None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ?No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ?No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ?No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures? ?Yes ®No
If yes, explain: If yes, explain:
If-his ocr.'icr of the prcpcsed oroiect:7as arready -acei+aed
3pprcva1'ram ,ccai authcritiev, pleasa attacr a ropy ;i;he
approval .r Certification.
Form continues on back>
r.. 101ill the orocosed orciect require any work channels? d. flow +roill excavated or ;ill material be kept on site and erosion
I yas j INO controlled?
If yes, complete Form DCM-MP-2. NA
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
pile driver via barge
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ?No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
sequential pilings and decking above marsh
10/5/09
Date
Port Vandemere Marina
Project Name
Roger N. Schecter
Applic ame
Ap scant ign ur
Project Narrative: Port Vandemere Yacht Club
September 7, 2009
The proposed Port Vandemere Yacht Club and associated 47-lot subdivision is located in the
northern portion of the Town of Vandemere on the shores of Vandemere Creek. The tract
consists of a total of 70.76 acres, of which 9.7 are coastal wetlands and 7.44 are 404 wetlands.
Overall development includes single family lots, access roads, water/sewer infrastructure,
dedicated passive recreation/open space area, two small ponds, a marina club house with pool,
one boat ramp, and a 47-slip open-water marina. A 6-foot wide walkway with 10-foot high
bridge over the southern slough will connect to an open space area. The height is sufficient to
allow small boat navigation in the -3 foot or less depths of the slough. Individual lots will be
sold and residences will be constructed by the owners.
The marina footprint is composed of four docks and encompasses 42,189 square feet of public
trust waters. Creeks widths at the marina vary from 600 to 800 feet. Slip totals and dimensions
are: three 60-foot slips; nine 50-foot slips; four 45 foot slips; and thirty-one 40-foot slips. All
finger piers will be 4 feet wide and will be 3/4's of the length of the slip. Depths associated with
the marina slips range from -4 feet to over -6 feet NWL. A concrete boat ramp will be located
between Docks "A" and "B" with ramps end depths of -3.5 NWL. No coastal marsh or 404
wetlands will be impacted by the construction or operation of the ramp. Pump out will be
available but no fuel or haul out services will be provided. An Emergency Contingency and
Response Plan will be on record (Attachment 1).
Water will be supplied by the Town of Vandemere and wastewater collection and treatment
will be provided by the Bayboro Metropolitan Sewer District. Stormwater Management (SW-
7070624) and Erosion/Sedimentation Control (PAMLI-2008-0002) plans have been approved by
the respective agencies. Additionally, Deed Restrictions will be filed to protect the Neuse River
Water Quality Buffer Zones in accordance with the Division of Water Quality (Attachment 2).
As reported in the Final Environmental Assessment, an in-the-water survey for Submerged
Aquatic Vegetation and shellfish was conducted on June 4, 2007 over the entire area of the
marina footprint. The bottom substrate was generally firm to hard and there were no
indications of SAV in any transacted area. No live shellfish were observed although widely
scattered shell fragments were observed. This finding corroborates DMF substrate mapping
data.
The EA received extensive agency review and a Finding of No Significant Impact was issued.

adnp si 2 Ya g 17
`1
bi 9?`?4 fi
N

T
3 2 1 10 9 8 7 6 5 4
12 11 SEAL SEAL SEAL
l PAMLICO COUNTY
L C\ P o 304
~ ~ ~ ~ qy \
1226 12 5 ~ ~5 0 F ~
SITE ~ o~
A 4 m C\~
S ROP OWM x GR\GG
1221
K LEGEND: K t22o ~0 307
EDGE OF COA EDGE OF COASTAL MARSH
~ - - - - - 50' RIPARIAN ~ , mQ - 75 CAMA AE - 50' RIPARIAN BUFFER - 75' CAMA AEC LINE
BAY RIVER - • ® 404 WETLANC ® 404 WETLANDS LINE
~ E;;M ~0~' _ ,d ti ~
k~ou q >~s\ w
~ q NOT TO SCALE
%i i o,-- 75' CAMA ~ J ~i
~ AEC LINE J ~ e
~ J W
~ , ~ - ~ a /
/ s"v---~,~~ ~ ~ ~ ~ ~ . % ~z.
Il ~ ,kX x~~` ,,rte
/ / ~ ~,,,.5s', ~ EDGE OF i ~ ~ ~ ' COASTAL MARSH
v, j 'I 1"°",~ 1/ C~ e H I i ~ '`n.'v~ ° / .t ~
/,'6 a1 i l \ I• ~ w ,A1
~ 11, ~ / it'~• ~.m ~iv.n
1 i
' EDGE OF; ~ , ~ \ ~ ; ~ ----715' ,v,,. -r,.._-- r 3, x ELAINE G SADLER - D4 ~ / y1
DB 491 PG 491' 4 i/ \ ( ~ ~ m .k\
~o'~ \ w a ~50' RIPARIAN d/ ~k ~,a A N HI d ~ ~ = y ~ BUFFER G
G ~~y ~r !:~v~, ~ ~ y
~ 'GE OF ,tie ~ .~;4 4•>pa~JETI.ANDS ( N A
~ ~ i 50' RIPARIAN \ ~ m ~ ~ _ _ v 50URCE OF 11TLE RCE OF TITLE
~ ~ ? i ~ BUFFER i ~ ~ ~ ~ G`: h~a s s DB 450 PG751 450 PG 751
IB4PG16
/ „ ~ . ~ ~ / ~ 65
F , i~ V ~ ~ ~~I H ADDED EXI`: ADDED EXISTING PIERS,
r ~ i~ t gill I)II ) .r 1 I /7~y ~niv~ D / / HOUSE 8G r v, r u ~ ~ l1 I 1• 9 HOUSE & DRIVEWAY SLJ
'.r~~ ~ ~ ~ 11 i ~ OF ~ ~ ~ ~ ~=.---'~,`A c ! ' Ip~" ~ .~w ' 1 ~ ~ as
~ - , `C~~; ~ ~..~tAR~i Vi ~ C 9/2/09 REVISED SF 3 REVISED SHEET NO. SLJ
W Ihtl Iw° 1 / ~ 480 ~ REVISED PE i ~ r REVISED PER OWNER g COMMENTS SLJ
u, ,~w 1 ~ ~ '!;i CAMAd ~ B / / COMMENTS ' ~ 1 X11 v ~ ~ ~ I ~ u E . ~ r W ~ rl~~ - • I ~ ~ A~C. ~ /
EDGE OF y ~ ~ _ ~ 1 i ~ I"` ~ / I ° MA 404 WETLANDS ' rl, ~ " i ~ ~ ~ ~ 75 CA ~ E A 2/21 f 08 ISSUE FOR 18 ISSUE FOR REVIEW EHA
, , ~ ~ ,Jh '~ril ~ ~ ~ `v 50' ~ ~ , AEC LINE
_ I~, ( RIPARIAN \ 5 REV. DATE REVISIONS r~ l,li ~ } . BUFFER ~ No. REVISIONS BY
~ ; / I i ; BUFFER ~ L - ~ ii-~.,
f ~ 50 RIPARIAN i ~ ~ ~ ~j l r ~ ..I„ i ~ , J n..nv. ~ ; ~ 1 , i ~ ~ EDGE OF \ , r ~ k r
_r_._ , i / BUFFER q ~ ~ r`u, •®_.t ~Z51 N7t59:15'E SAS _ ( A'. y,.,,~ ~ A L .MARS ' _ - ~ - 3 c.-_ - - _ , III ~ e4. 3 ~ ® T
.~~e_-_ 7
~ S 728733" w EXISTING VANDEMERE lrR~,r I I~; r ~ ~ • ~ 44 ~ i
/;a-,o~r~, / it I l i EDGE OF 1049.14' r ~ i ,2 ~ ~ CREEK DRIVE t N 'III , ; ~ / ~ ' \ . ~ COASTAL MARSH ~?p~Q~ v ~ D ~ _ AVEME T I ~ • / ~ ~ k ~ m d (d Q ~ V
(60' PUBLIC R/W 20' P N) j „ \ • ~ ~ \ D ~
j ~ 6J KIUF RI ,tifG Rn A'I)F( (i. FA1', N'f-j ~N, I 1,., v' / ~ I ~ ~ q j C ~ N ~ - = / ~ s. j U ` ~ ¦En tineertin ¦Architecture¦. tREr~aEeces Me a ot,~Ie: R.,. fl' s1.. ,za->, II ~ 1. ~ ~ , ~ g 9 ~ I ' ~ \ ~ ~:aE ' ' ~ >ale NC 27658 252-756-3746 r ¦Architecture ®Surve ying ¦Technology a, NC 27858 252-758-3746, 252-830-3954 (Fax)
`V A ! ~.c.'n' .,..:,n a~a, R, r. ' 13v ~ I r, - ( \ ~ ~ 7 ~ 324 Evans St„ Green ,-r \ , r - '1 - I~ ` '39" E 1604.17 / 1 - _r _i ear ~ V / N 72'25 , , ~ ~ ~ fl
_ ' ~ ri ? L' I ! / \ ~ OC9 PROJECT TITLE - - - ~ ~ ~ I / ~ EDGE OF
! ! ~ ~ C~ 404 WETLANDS '
~ ~ ' I ~ ~ ~ ~ v a1ER~Q69~' R / ~ ASS. AA ~
~ i ; _ -r f T UANI p p _ P OR RT VANDEMERE
/ JTC INVESTMENTS, LLC c'" - ~ v i 1 R .~T ur r<nv SRC nc~ESS ; nSCSF~ ~r / (AEF;.RE,~Ck'S, ~d E ?0 `6 vC "4" SL- 2k...:l, ..i I ~ DB 459 PG 98 ' ~ ~ \ P.c. °n" s1. sa-s~: "a` rao~,'i \ / f / / 1 "
c ~ I
.-`J JTC INVESTMENTS, LLC j } ~ J ` ~ ~ ` P r DB 460 PG 743 ~ I- 4, Pamlico County, NC
_ _ _ _ _ _ I _ ~ Township 4, Pamli ~ _ ~ i
r ; ` ~ ~ DRAWING. TITLE M ; ~ ,..,.,u, ate, _ a ~
~ ' Cama - _v i , ~ ma - Existing
1 ~ ~ t , ~ ~ ~ 1 ~ ,
r ;r nd Deve La - ~ ~ ~ r ,~~D~ a id Development
, I , ~ - ~ ~ l~ ~ B - J~iG L4NU & i!h(BF.R, INC, ~ /
I el o: - e ~ OB 50 PG S22 / - i ~ ~ ~
m c^ , >r,~ l ; ~ ~ I
u i r n,~rvuu ° y - ~ SCALE ,a~z~1,2.~ ~p1' w°13 - ~ j' I Ii.C 4.0 I /n hB,~z~;,eo y, ~ i ~ % ~ AS NOTED ( DEPARTMENT
h'SL '134-2C xl1 E1-.) ,~~5m ~ \ l I i~~\~~k I' _ ~ ! _ _ CIVIL
a~ ~ I ~ ~ Owner Develo er: ~ , , _ Ji P DRAWN 8Y DATE STARTED Sh ii ~ i i ! , DATE STARTED SHEET No.
- EHA 2f05/08 Bret Doman & Edana M. Long 2/05/08 1 of 4
403 Vandemere Street CHECKED D6 A DRAWING NO.
q Oriental, NC 28571 200 100 0 200 A -M
252-675-8039 PRDJecT No. ~ „=200'-0 ¦
404-806-0636 fax [phone]
N DISPLAY OR SALE OF THIS DRAA7NG YATHOUT ITTEN CONSENT OF THE EAST GROUP, ,A. IS STRICTLY PROW ITED. (COPYRIG T, THE EAST CROUP. P.A. 2009)
THIS DRAWING IS THE P OPERTY OF THE EAST GROUP, P.A. AN USE, REUSE,.REPRODUCTIO , 3 2 1
12 11 10 9 8 7 6 5 4

t
8 7 6 5 4 3 2 1 12 11 10 9
r _ ._E SEAL SEAL SEAL
60' PRIVATE R W 60' PRIVATE R/W ~ / P o~ L ~y o~ ~y o
3 ~ ~
~ ~ ~ ~ ~5
6' 20' PAVEMENT 6' 6' 8' 5' S 5' 20' CABC 5' 5' S G~ 8 6 12' PAVEMENT ~
~ ~F ~ F \1-O\
1 ~ /2" 1-2
~ t /4" PER Ff. 1 PER
PER ~/4° PER ~ t" PER F7, S : 1 ~ PER 5 ~ Mp1l.
j. I I i-~ I
8" AGGREGATE BASE COURSE 8° AGGREGATE BASE COURSE ~ PER N.C.D.O.T. STANDARDS) EDGE OF COA: (PER N.C.D.O.T. STANDARDS) ( _ - - - EDGE OF COASTAL MARSH
COMPACTED SUBGRADE COMPACTED SUBGRADE - 50' RIPARIAN - - 75~ CAMA AE( - 50' RIPARIAN BUFFER - 75' CAMA AEC LINE
404 WETLAND, - 404 WETLANDS LINE
8
- 2 TYPICAL ACCESS DRIVE SECTION gi 1 TYPICAL PRIVATE ROAD SECTION 20 PAVEMENT
N.T.S.. C1.1 N.tS. C1.1
J J

~ q ~
H H
1
r~~ F<-.
/'7
/ i ~ ~ ADDED EXIS1 ~ ~~''T ~ G I 10/2/09 HOUSE ~ DF HOUSE & DRIVEWAY ADDED EXISTING PIERS, flWBH
-~s
E~ ~ ~ H 9/2/09 REVISED SHE REVISED SHEET NO. REVISED PER OWNER COMMENTS
~'Og i / ~ r-=;~~g ~ REVISED PER { ~ ~~~/s fY
~~3 ~.~~jy/ %s.~`~~-s:, \ G 7/2/09 COMMENTS
i rah':' ,~y`.- / REVI E PER \ SD REVISED PER OWNER SLJ
j ~ 1% ~ ~ = s~~~ F 6/12/09 y.. 't T y< ~ ~ \ M.~.. COMMENTS COMMENTS
y / ' ! ~ REVISED PER REVISED PER OWNER SLJ
iI ~ ~ \ E 21609 II F / / COMMENTS / COMMENTS
/ ~ I I i~1 I I tt~ t s~~` y~ D 9 09 08 ISSUE FOR R
ISSUE FOR REVIEW EHA
/ ~ ! s~ L \ ~ i REVISED PER ~ 1 y ~ r,;,a•; Y,fe^~ z • ' ~ ` i C 12/21 /07 REVISED PER OWNER EHA
~ s ~ ~ D I ~ COMMENTS- . ~ ' o ~ ° \ ' - ~ COMMENTS
ELAINE c. saDLER /e~ ~ 22 ~ ' ~ B 10 18 07 ADDED WATE \ / / OB 491 PG 491 ~ ~ f5 ~ \ ~ ` ~ ' ADDED WATER DEPTHS SLJ
/ y ~ ISSUE FOR REVIEW BWW
' E A 7/19/07 ISSUE FOR R E ( ~ ~ / .y ~ 3f ~ z4 / ~ VA CREEKRE
/ ~ ~ 410 ~.a~y ~.in~. REV. fa ~,i ~ a :~f~, ~ ~ N0. DATE REVISIONS REVISIONS BY
1_QP 0 25 ~ , i/ ^ ~ 3 0 '0 0 -~Ma. I c. ~ ti 0 ,
/ 13 ~ / 29 ~ V ~ n.~.~.n. 'HE
/i 1' S. ''-'~yr• i're' y 3".... / I R 01"A Um P ' ¦ ¦
D , , ~ , ~ ~ 4z° \ •Y J jj i~~ i ~ 11 i ~ f. ~ 33 ~ d ~
e y s ~ ~ ~ Enginzerting ArchatectuTe Su Architecture -Surveying m Technology
rP s ~ ~ ~~~si ~ ~ ~ ~ 324 Evans St, Greenville, NC 21856 252-758-3746, , IC 27858 252-758-3748, 252-830-3954 (Fox)
~ ,7 / 36 ~ PROJECT TITLE
Y ~s.~ I y~ n, ~ PROPOSED 60• P L LANE ~ , / \ ~
s"' ® ilk - 20' PAVEM~jT / 38 / . ~~'.r ' I \ I V / 1I V D - P 0 ',T VANDEMERE
H~ / / 1 2 3 4 5 6 7 0 i ;1 An ~ g I ~ ;..t' ~ ..y _ 000000 _a 9 ~,l ~
~ ~ ''j~%-= ; _ ' VER MARSH IS 6 ~1 ~ , 1 ~ l ~~f~ . i WIDTH 0 / _ O , - - ` FEET AND HEIGHT IS 3 FEET
~ r-,- ~ ' f Township 4, Pamlia - fps" . _ } ~ ~ r~ ~,r,y~~fy i ~ DRAWING TITLE 4, Pamlico County, NC
. _ - , , r.., ~ ~ ~b ' ' ~ ' - ~ .BRIDGE
- m a P r ry. - - , . ~=%~~'r % l _ HEIGHT la - Proposed
~c:u I z;~.~ r~-~~s:%"-~=', •`~•i7 10 FEET ~ (sR~Ey i', 44 43 I ~.--r y. ~~>fi,sc" s EXISTING VANDEMERE , il, ;i o o • ~ r,~, ~ y - '7\ V A N D E M E R E
R K DRIVE ~ ,I ~ 42 I ~ • ~ ~ / C R E E K c EE 4 I sr~ .~r~ Viand Develc _ ~ l I Development
60 PUBLIC R W - 20 PAVEMENT i ° • / ~ ' ' ~ s'-"'''i B .-~"F ~ : , , \ ` • :3r' ~ Jar "
/ so' woe -icnr p{' wns u4a n(t~'E n Eh{r.~~i I~ if ~ i.. I r y''sf ~ ~ - I ~ s ' ~ ..(REFERENCE Ma a f f IU 1. "A St, 1.:4-5: I - - \ \ ~'.,1. ~l / / N~~ ~ r.c.'t~ u raf-zo..,.( r, si.. it>-n, I-I i ~ l \ ;1~^ rte; / / /
. _
.----1`~__ - - l SCALE DEPA _ - \ DEPARTMENT
~ I / I \ - \ ~ ~ JTC INVESTMENTS, LLC 1 ' \ • De asD PG 743 - \ AS NOTED CI CIVIL
~ I ~ I `t, 1 ~ ~ DRAWN 8Y DATE STARTED SHEE t TE STARTED SHEET No.
' ' ` ! ; 1 SLJ 8/09/06 2 • \ 4 / i\ C N R'UHT CI kPY AN 1C(:t. A ELtENi ~ ' JTC INVESTMENTS, llC r' ~ s ~ ~ ~ ' I. (aE ae (r, err 4 ~ ~s as ,za-a; ~ _ , CHECKED DRAM /09/06 2 of 4
i ~ DB 459 PG 99 \ ; F c. "r Sx. Sa- \ . r ~ A ~ , DRAWING NO.
;~c UA111k 1 ¦
~ PROJECT NO. ~ ~ .~i ._,c 200 100 0 200
• 200503 N 1 -200 0 :34 3
THIS DRAWING IS THE OPERTY OF THE'EAST GROUP, P.A. AN USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRANANG WITHOUT ITTEN CONSENT OF THE EAST GROUP, .A. IS STRICTLY PROHIBITED. COPYRIG T, THE EAST GRWP. P.A. 2009) y
6 5 4 3 2 1 12 11 10 9 8 7

t
6 5 4 3 2 1
12 11 10 9 8 7 T _~~,.w-.,~_
seAL sEAi SEAL
:i;sY H . iiicJr ~ / ~ p~ r,
/ ,;r ~ii'ii:;ii":.•.:.iii';i;';/ / iiti:::~ / /,~;"::::"..::iiiii:if:o-•
i~i'i isEi;I 75 ::...:::::::::::::::Y / s";is:::S:. r"::iiij;1.• L
• t:::i~:ii :ii:i;;a fi::;~c~ii~'.;.;i:.;;:;i;:i~Y ~ ~ 0~~ AEC LINE ,,t:::::::,••.::::::::::::.;::. /
asp Go~S~~
~ f~:;~~':i:::::;;:: • / E:i:`iii';:iii , 0 Q~Fo~
~ I ~ ~ ~:;:;:r••:~~" • ~ EDGE OF COASTAL 0 ~ / / : r FOR V~~ \ ~ ~ MARSH a~; \ ~ ~ ~R ~0 ~1
,,r n c k;u:.~~ / riii:ii;iiriii°' ° / NATE:
_ ~ \P~ c`~/ MARI~CA FOOTPRINT
V V °~jSE/ 42,19 SQ. FT.
K Q~j ~ LEGEND: i a ~ ~ I:
\ / t 22 . \ EDGE OF CO EDGE OF COASTAL MARSH
_ , ~u ~::ct::.:,.~....,s~l+' / , . _ . - , . _ ~ - - - - - 50 RIPARIAN _ - - , - 50' RIPARIAN BUFFER
50' RIPARIAN ''•s _ _ ;,u;; ; ' ~ m - 75' CAMA AI \ BUFFER TYP, r, - : (5) 1 x40 SLIPS G q - 75' CAMA AEC LINE ® 404 WETLANDS LINE
~ ~ 2 ~ ~ / ~ • ~ 19 11 ~ ~ - . ®404 WETLANI ~ _ A DOCK
~yv / ''s I \ \ 4 01'7 /f r , i
- - ~ ~ ~ - -
> ' 1 1~ a 95'x50' BPS ~ ~ `s~ ~ ) ~ 24 I.r...a~~ ,.r'; ` ~O 15 / V A N D E M E R E I J
a- 2 • O 5o su
r:... . • • 9„ x . ' . 1
~ (3) 18x40 SLIPS ~~;v .
r"r`` ~ BOAT BOAT BOAT BOAT t:. fi ~ ^ I ^ , ~ ' SLIP SLIP SLIP SLIP
25 \ "iii.;. ,`f y~•.~, ~ \ NO. SIZE NO. SIZE • ``iii AEC LINE . . ~ (6) 96x40' SU~8 1\`,`• - PROPOSED ~s• ~ ~ 1 16' X 40' 29 16' X 40'
^ ~ ~ BOAT RAMP ~ - i 2 16 X 40' 30 16 X 40 \ , , ~ LOCATION ~ ~ . 22 0 = 3 16 X 40 31 18 X 50 1~
H ~ k ~ B ~OCK _ - 4 16 X 40 32 18 X 50
~ . . \ ~ :1a ~ ~ T~pRAtd SUP., , - \ ~ ~ ,4p SLJP _ ~ 5 16 X 40 33 16 X 40
. , y` ' ' 6 16' X 40' 34 16' X 40 r`
..;1 'til ...'!•,rLT4~;n w,.r;g!~~`i:';'i'••'tE:;ti:;f:::. 2 2 __.r 7 16' X 40' 35 18' X 50' , ~t•:::.;:::, :.:::.::.::.:::.a p ' ~ ` 1/4 WATERBODY SETBACK ® \ . • ~ R::::;::::isi:::i::~::::•:.::::;;..;:.::::;::;::::;::;::.;:..; ; ~ i. 8 16' X 40' 36 18' X 50' I , .
~ Q a 9 7 1 _ X 40 3 7 X 45 9 16 _ n cP h . ~ ~ _ -
,i;<';`~ (`iii"ii siiyiiia m ,111 Gs:ii:iii::ii::::.• « 1 - - _ . 10 16' X 40' 38 1 T X 45' • •t .1, ••y:~r:~~""` ( 6x40' SLIPS (•r:;::;c::; G:i ~•::;:::::::::::;::::..:..;lu,,,...•*..•^.•";"••."' 11 16 X 40 39 20' X 60
iiii:::;::;:i;i:ii::i. . , , ~ P ~ (;i:iiyiii>'`iiciii;iii;`?ii'"asEl:;issiiiiE::;::::::::.;xi _ i _ - , i / - _ - i~ i ~ ~ i - I - r ' X 50' 40 20 X 60 ~ , _ . ,
t:~:::;:`;:':';':•;`::"::°::::;:;:;;::;::;::;::,:::.:::,:.'....:...:....:':~:::':•;::::-::`::: x40 i'~/W~ ~ : . •:;;:;::,W-,.,.,.~.~ ..;w~t:t: - ~S ' 13 18' X 50' 41 l ~ 21 15X50 16' X 40' ,
G • P>ii>~;:; p /;f:. 14 18' X 50' 42 16' X 40' ~ .
Jii::ii%°iii:i„ FiE;'ii:i;;:; 15 20 X 60 ,r t:.,.,, . x J , , 29 30 a. r, I - 43 16 X 40
t i:::;:::] 1 - • ' 16 18 X 50 44 17 X 45 PUMP OUT STATION O ...,...,....~f..,......,.:: - • • 17 18 X 50 45 17 X 45 'iii c..:. ~i~.iiis::1 ~i:i'iii'~iiii:;i::~:::: , 3 M . ATION LOC i 8
.r.r.r~'a.+r ~ SP . I- :::::i:~ ,J ~ " ' 18 16 X 40 46 16 X 40 ~ / hiss?iii:: , I ~ 3 _ 3
7 GOLF CART i'ii':iii};'::i••:i..,.,;:ii: e,i;:.,iiiis,in.;.;i X 40 4 16 X 40 1 3 . , :•:s t._.~. ...4. :::5:::::;:::i::::.;...., SLIPS 98x50' ........•.~.;...•..::1. 2 ..:.::A:::1'~:::4 . , , >:iii:~ _ ( - tt 4.. .t^......_ _ PARKING p°' OPPOSITE SH X 40 20 16
:::~:r:<:r;;:::i::::< ~:..::.;:::~:::;::::is::::;::: 4a. ..a - ::.......•.;::::::;i::;;..,..;;:.•:::.,...,.., P 6'x10' ::::;::iis; ~ ) ..;..;::i::iiiiiiiiiiiEiiiiiii;iis":i;(;;f: ° ~ ...T; . ..::::..::.1.,.:~::..::.;:..;:..;:.;::.;:..;:.:::A NORMAL WATER BOAT SLIP SIZES • ' • '
DOCK - ~ z~; ~•~I? 5 , . ~ ```ws:~:~Y'~ LEVEL ..:...:..:.......::;••...:.•..::.a;iii::i• ~ EDGE OF ' v ~ f _ ~•::i?iiiiii:iii::ii::ii::is:ii::;;::;;:;:?::;:.:;~•':ii:?. ::;::;iii::ii:;;i;r;:::::a:••~~iii:ii;i::i;:;itii::. 1 1 22 16 X 40 ~ HOUSE t•:.. +p ~ (2 .15X40 SIZE N0.
' \::itiii;:iiiiii~i;i:~ti;~:~it;;:;;:::;:.. • COASTAL MARSH :`~•::Ei;:::;:::i::i:::o-.•,.., •'`'ii::EE?t:;' ::;ri;;::::fr;;ii:::;::.::.. • `i;i::.. 20 X 60 SLIPS 3 ~ a ^ 24 16' X 40 F_ `I I 10 2 09 ADDED PIEf' 9 ADDED PIER SECTION SLJ
~ 111 ..PoCI. j ~ x..... , :V 1 , s 25 16' X 40' 18 X 50 SLIPS 9 f , , ..:;;:i;ii;:::iii;;:;;i:;::::::.s:::::.::.;::.:.••:. 2 20x60 x..
F.......... , , , 1 4 IP ~ 7 X 5 SL S 4 r.. ~ - ~ii;iS:ii;is;ii;fiici;;:iirii: is::::.:'`:. :firi a 26 i., , 9 2 09 REVISED NC ~ SLIPS H .:::.:::.::..::.::::::::::::iii;ii:zi(i;ii?;ii~:::, ":ii:Sii``tiii<.. ~ . . . . , MUL H?,PATI~.... t ~ ~ . > 16 X 40 SLIPS 30 / / 3 REVISED NOTE SLJ
t::::.::° ~::;:;:;:i:;:::;c:::i::::.;::... w ,~.T~f~:}.SAL:;:::;:.;:::- 2 : . t, O , ~ ~ ~ 1 0, ; ..N . 32 X 40 SLIP 1 ?'=i:~>~ 40 . ..,3 28 32 X 40' REVISED PER OWNER
~ , ~~n.~~ REVISED PE ,47'x45 Q i ~ : G , 7209 .3 .:::s",c:;:f;i:;.~'iiii''"iiirlt?~i:c•°'::...4•..:::;::• t...:::.::;•: , 9 ,,.,a / / SUS,; .Q...~ . COMMENTS COMMENTS WBH
TOTAL 47 3s ~cii~i,;}iiixiri fi;iisr"i{:i(i"iii(;"ii:°iii^ii:ijisii,;isiis:iii' u/9 P 1 a:' < E SPAC ' ::i;::i;;ii: , OCK {Siiir:~iri:iii;"!i;:ii;i;:ii:; isi?riiii;i:i;cii;iii;ii:iii::;i: ii;ii::, D RE SED E VI P REVISED PER OWNER
~iiEii;s;~iii:ii<iiit:.iri:;;i:; •::ii:::;::~:::::;:::.;::.;...;..;. ~ ~.::r:::::::;:::::::;::;:::::::::::. , :~::::::::p , . . 6 1 09 COMMENTS . 44 9 COMMENTS SLJ
lw~ii:~tE ;ii'(i`.;:iiiiiiiiiisiiiiFsiii::.:::•::::;i:::;:. ..;:.~?ir•'•.;iis:i::. 1 4 1 y •w • / 6 4 2 16x40 SLIP ~ f "~"iiiii':>i^iii:::';;'':`:iiiiii;iCii:i;c;;;:;:;;:•;;;.•;:;" ~ D '°:;ii:iEiiiiiii~tiiici 75 ~ / _ ~ 45 ( ) y~~~z REVISED PE REVISED PER OWNER
J~.~ ~.2 _ E E 2/16/09 COMMENTS •`y?;;;ty::~'~` . AEC LINE .41 42 a t,.a - E r • ~ O '1 3 9 COMMENTS SLJ
9 P x45 SU 2 9r / O ; - NOTE. - REV.
~ DATE REVISIONS ~''s:::... $:iiiii:iii>eiiiciiiii;ir`:ii.; DINGY s ALL- SHOTS REVISIONS BY
ATER LEVEL _ .r 16x40 _ ORAL W N _ - , • . . r _t•~ _ •e SLIPS , NE LI _
/ P P~tO ERTY _ l I - f°:i IS NORMAL \ _ ME
Fiii:::::i:i;iiii:ii'i:i iiiyi^iiiiSiiii:iii , / ;x ;i l NE - WATER LI ~ - - ~ _ _ / _ ~ RS 6 OVER A H W DTH
S 1 ~ f~ii ~G. _ s f"ii:i;ii;ii(iiiiii{:ii(;ifiil;::i;ii;+i •••<:::;:;:ii;j:::;:(i:i;i;iiriiiiii;iEils... ::;i::;::::...• FEET AND HEIGL~L.1S,-3:-FE~E-T _ 48.:::iii:ii::::,:., 1/4 WATERBxODY
SETBACK ~a,l , I .~M/~ ..i,~ - . , 'iii•/ - , _ ¦ ¦
e I D D ::.::::;;::;:t;;~i;:'iiitiiii;i~:t::;::... BRIDG E HEIGHT r. -
C RT - - GOLF A.- `ii;siy'~tii:TiiiiE;ci?iii:"i'iiiiisi'iiisiiiii , M ....;:::iici$'ci':iii:;i icit;iiii~ii::ii 'i;' r CUL-DE-SAC ¦ :~i:~:: S 10 F P, EET chtitecture S E tineertin Ar ii,~. n •::r :::::::::::::i::;:::i;::i::::;:::i •;:;:i; i 9 9 i':, ,a •~i. ¦Architecture ¦Surveying ¦Technology
'Ei;rr:+.. iiiiiii;~. ~ ? 324 Evans St„ Greenville, NC 27858 252-758-3746, S. y+ / ~ii(•• •:;t: iiiE~ ~ J NC 27858 252-758-3746, 252-830-3954 (Fox)
::•:y n. R`$i .:::..::...•,.y • ~ • . A 7 W E ~5„ V DEM :::.:::.:a:: A N T 'iiiji~ PROJEC TITLE f::;i:::i ~iiii'iiiE.. r
'iii: ~iiiii;iiiEi ;,ii,ii v. 1 (:::ii:i`:si;i iiiiiiiit:i::::i ~ia ~:°;iiiiiia::i:~ii~ CREEK I ~ ~::i'i:i::::., . l:iiii.~i;:::ii:;::;:::;ri:;:.......•.. ..R ~:>F:
/ _ _ .i _ fiiiiiiiiii;ii' °'"iiiiii:ii;:::;~ - f d° r, - -

n .F PORT VA~1[ _ •T 4 I 1 _ _ , I ::::r - i_ C ~ - ~T VANDEMERE
C iii f.. ~ I I _ i ~ K
[1:;:i:'i:~ ....::::;i:;iiir~ii;~`i:ii'`i ::"''i....•...,..•...•....... / C P ~ ~ ~•;~;.;:iiiii:::r::::::• :::::;~::ii:i::~ RECREATION, OPEN , SESB /OpR E ;:;::i;i:;:~ 5 EDGE OF EDGE OF 404 ..1 0
\ G s. , ; • R N ~i:i~ IC1~IC SPAC ~ E P I' w shi 4 Pam is COASTAL MARSH WETLANDS ~ R OP , 4, Pamlico County, NC
i:it::ii! C i DRAWING TTLE
no - Proposed
I a ~ JTC INVESTMENTS LLC ~ `Tfi ` ~ ' _ 4 WIDE 16 WIDE
DB 460 PG 743 ~ SUPS, TYP. Land Deve) 4' WLDE FINGER B B ~ FINGER PIERS 6' WIDE TEE d Development
PIER E n a r e d .nlarged View)
g
2.5 NWL ; DEPARTMENT
V ,4ND /i„C~~S t.A` k1~.A~NI' ~ T SCALE DEF • EX. BOTTOM AS NOTED C CIVIL
i~.~. "A 1`5._Ij (-)5.2 (-)6.4 (-)6.5 DRAWN BY DATE STARTED SHE LATE STARTED SHEET No.
~ ~ / SLJ 8~~09~06 3 3/09/06 3 of 4
CHECKED DRI 100 50 A DRAWING NO.
A 1/ f )f
=loo-O ~ 9/ 98 PIER SECTION X-X PRGJEGT NG.
»=2D' 20050343 ¦
X343
' THIS DRAWING IS'ME P OPERTY OF THE EAST GRWP, P.A. AN USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING'MTHOUT ITTEN CONSENT OF THE EAST GROUP, .A. IS STRICTLY PROHIBITED, COPYRI T, THE EAST GROUP. P.A. 2009)
7 6 5 4 3 2 1 12 11 10 9 8

12 11 10 9 8 7 6 5 4 3 2 1 r_ 7
SEAL SEA SEAL
L E CN
.~~0 JG
30' MIN. ~S
(OR 3/4 TOTAL LENGTH OF SLIP) G~ t
0~ ~F
3'
4' FFE 12.0
K K
J _ 3
12,
_ _ _ EX. GRADE ELEV. 3.0
NWL 0.0 PLAN VFW
1 DOCK HOUSE ELEVATION
J 2 TYPICAL FINGER. PIER J 6 ° C1.3 N.T.S.
C1.3 N.T.S.

J =
N 6 0 ~Q

!J H ~ H
Q a
i, ~ ~ ~ 15 -o NOTE:
TOP OF PIER ~ kI 'I; I ~ ~ DRAWING IS FOR P VG IS FOR PERMITTING
L. , I, ~ ® ~ ONLY. NOT TO BE NOT TO BE USED FOR
_ I i o 0 0 0 CONSTRUC110N, SE RUCTION, SEE MARINE
~ N z a CONTRACTOR FOR- ACTOR FOR DESIGN.

I ~ ~ao. !a~a.a G ~ o ~ NORMAL WATER LEVEL G
m o00 000000000000000000000000oooooaoooaooooooon Q ~ / o00 00000000000000000000000000000000000000000o j
I SECTION A-A
3 ` TYPICAL PIER SECTION ABOVE MARSH 4 TYPICA P R SECTION L IE F
F
C1.3 N.T.S. C1.3 N.T.S.
NEW CONCRETE GRAVEL DRIVE
BOAT RAMP CONCRETE BOAT RAMP
(15' WIDE x 60' LONG ~ ~ SLOPE
CHANGE ADDED DOC B 10/2/09 ELEVATION ADDED DOCK HOUSE 9 ELEVATION SLJ
I o ~
E ~ E A 9/2/09 ADDED CRO ADDED CROSS SECTIONS SLJ
o . o . o 0 0 . o <<. _ _ _ _ ~ < _ REV.
~ ~ ` ~ -I I-III-I hI I I' N0. DATE REVISIONS REVISIONS BY
5.0~ ' r
~ I . ' t COMPACTED NE
L <'I SUB GRADE
4' r 15.0% (TYP.) .
. BOTTOM ~ EX ~ a
D D 9 P. '
~ 40' 20~ ®En ineerin ®Architecture¦S 9 9 ®Architecture ®Surue ying ¦Technology
I I Imo, ~ ~~-1 324 Evans St„ Greenhill NC 27858 252-758-3746, NC 27858 252-758-3746, 252-830-3954 (Fax)
60'
PROJECT TITLE
8° PILING - 2 EA.
(BOAT GUIDE) ~ 5 BOAT RAMP DETAIL
PORT UA~1[ N.T.S. RT VANDEMERE
c C1.3 c
Townshi 4 Pomlic _ P r 4, Pamlico County, NC
DRAWING TITLE
20'
- Cross .Sec B B ^oss Sections
10' ABOVE
NWL
SCALE DEP NWL AS NOTED CI DEPARTMENT CIVIL
~ _ ~ NOTE: WIDTH OF WALKWAY OVER MARSH ~ ~ IS 6 FEET AND HEIGHT 1S 3 FEET, DRAWN eY DATE STARTED sHE ~ ATE STARTED SHEET No.
(--)..u ~ - 3.0' BOTTOM /31 /09 4 of 4
C) SLJ 8/31/09. 4 CHECKED DRA DRAWING NO.
A A
6 BRIDGE ELEVATION
N.T.S, PROJECT N0. C1.3 ¦
200 50343 )343 C1
THIS DRAWING IS THE P OPERTY OF THE EAST GROUP, P.A. AN USE, REUSE, REPRODUCTION, DISPLAY OR SALE Of THIS DRAWING lNTHOUT ITTEN CONSENT OF THE EAST GROUP, .A. IS STRICTLY PROHIBITED. (COPYRIC T, THE EAST GROUP. P.A. 2009)
12 11 10 9 8 7 6 5 4 3 2 1