20061551 Ver 1_CAMA Application_20060922

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
September 21, 2006
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
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SAP 2 2 2006
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BRANCH
20061551
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Baytree Landing Properties, LLC
Project Location: Craven County, follow SR 1700 N from Harlowe for approx. 6 miles, cross over Long
Creek, turn right onto Baytree Lane into Baytree Landing S/D. Lot is on right approx. 50
feet.
Proposed Project: Proposes to install a boat ramp, access road, parking area, two groins, six channels
markers, and piers to serve the community of Baytree Landing.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 12, 2006. If you have any questions regarding the proposed project, please contact Stephen Lane
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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

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Development Type FEE 143001601 4351000931625 6253: 24300.1602 435100095.2341
t. Private, non-commercial ,
development that does not involve 5250 100% ($250) 0% ($0)
the filling or excavation of any
we0ands or open water areas:

II. Public or commercal development ,,.
that does not involve the filling or $400 1pp% ($400) 0% ($0)
excavation of any wetlands or open
:water areas:
IIL For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, 8, C, or D
below applies:
)II(A). For Private, non-commercial .
development, If General water Quality $250 100% ($250) 0% ($0)
Certification No.3301 (see attached)
qn be applied:
III(8): For public or commercial
development, if General water t]uality $40U 100% ($400) 0% ($0)
Certifipfion No.3301 (see attached)
can be applied: •
III(C). It General Water Quality
Certification No. 3301 (see attached)
wuld be applied, but DCM staff
determined that addifional review and
$400
60% ($240)
40% ($160)
written DWQ wncurrence is needed
because of concerns related to water •
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached)
$400
60% ($240)
40% ($160)
can not be applied:

IV. For development that involves
the filling and/or excavation of more 5475 60% ($285) 40% ($190)
than one acre of wetlands and/or
open water areas:
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Baytree Landing Properties, LLC
2. LOCATION OF PROJECT SITE: Follow SR1700 North from Harlowe, N.C. for approximately six miles.
Immediately after crossing over Long Creek turn right onto Baytree Lane into Baytree Landing S/D.
Continue on Baytree Lane for approximately 50' and the lot is on the right. The project site is identified as
the common lot for Baytree Landing S/D and is adjacent to Long Creek in Craven County.
Photo Index - 2006:65-8621(Indexed by M-0,6) 2000: 65-763(Indexed by M-0,6)
State Plane Coordinates -X:2681965 Y:432969 Rover# M082417A
3. INVESTIGATION TYPE: CAMA and Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -March 28, 2006, August 24, 2006
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete: September 15, 2006
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Craven County
Land Classification From LUP - RuraUConservation
(B) AEC(s) Involved: PTS, PTW, CW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing -None
Planned -None
(F) Type of Structures: Existing -None
Planned -Gravel road, parking area, boat ramp, groins, channel markers,
and pier.
(G) Estimated Annual Rate of Erosion: None
Source - <1'/year.
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Open Water
Shallow Water Bottom
330 sf 422 sf usurped/shaded
(B) Coastal Wetlands 285 sf 108 shaded
Vegetated Wetlands 604 sf 78 shaded
(C) High ground disturbance 38,777 18 shaded
(D) Total Area Disturbed: 40,622 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA; HQW, NSW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to install a boat ramp, access road, parking area, two
groins, six channels markers, and pier to serve the community of Baytree Landing.

FIELD INVESTIGATION REPORT:
BAYTREE LANDING PROPERTIES, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
Baytree Landing is a waterfront community located approximately six miles north of Harlowe
on the south side of SR1700 (Adams Creek Road) adjacent to Long Creek in Craven County,
North Carolina. The project site has been designated as a common area for residents of the
development. The common area is the first lot on the right after entering the subdivision on
Baytree Lane. The common area was originally platted as lot 1 and 2 in the subdivision, however,
the lots have been divided and re-platted to create the common area totaling 3.72 acres in size.
The majority of the subdivision development -was completed in the late 1990's, however, there are
currently no houses in the development. Elevations on the property range from Normal Water
Level to approximately 5' above Normal Water Level. The lot is currently undeveloped and is
predominantly vegetated with early successional grasses, a variety of hardwood trees and loblolly
pine trees. The high ground transitions to the creek through a section of wetlands approximately
20' to 60' wide and is primarily composed of Spartina cynosuroides, Juncus roemerianus, and
Cladium jamaicense. The project was originally developed by Weyerhauser Real Estate Co. and
received Low Density Stormwater Permit #SW7980417 from the Division of Water Quality and a
Nationwide Permit from the USACE(Action ID 199810849). Weyerhauser Real Estate Co. had
the Section 404 Wetlands identified for the entire subdivision and approved by the USACE on
February 17, 1998, however, the delineation approval expired in 2003.
The waters of Long Creek are inland waters classified as SA High Quality and Nutrient
Sensitive Waters and are open to shellfish harvesting. Long Creek is not classified as a Primary
Nursery Area by the N.C. Wildlife Resources Commission. The creek is 250' wide immediately
upstream of the project, however, the project is located in a narrow embayment approximately
130' wide on the northeast side of the main body of the creek.
The water depths in the project vicinity are typically in the -3' to -6' range below NWL. The
bottom substrate is a silty sand. The site visit revealed submerged aquatic vegetation identified by
the applicant as horned pondweed to be very abundant in the project vicinity. There are currently
two piers and no boat ramps in Long Creek south of the Long Creek bridge. The Craven County
Land Use Plan classifies the site as rural with all AECs classified as Conservation.
Project Proposal
The applicant proposes to construct a boat ramp for use by the residents of Baytree Landing
subdivision. A gravel road for access to the boat ramp is proposed from Baytree Lane, with
dimensions of approximately 15 feet wide by approximately 410 feet in length. The access road
would connect to a gravel turn around area and a parking area with maximum dimensions of 120'
wide x 415' length and would connect to the boat ramp. At 90' west of Baytree Lane, the access
road would pass over an area of Section 404 Wetlands. The applicants have requested to fill the
434 square foot area of wetlands with soil and gravel for the access road crossing. The applicants
have proposed a gravel parking area large enough for twelve to fourteen vehicles with boat
trailers.
The proposed concrete boat ramp measures 15' wide by 60' in total length. The boat ramp

FIELD INVESTIGATION REPORT:
BAYTREE LANDING PROPERTIES, LLC
PAGE #3
---------------------------
would extend a maximum of 26' waterward of the NWL. The boat ramp would cross 170 square
feet of Section 404 Wetlands and also cross 285 square feet of Coastal Wetlands. The boat ramp
is proposed to cross the Coastal Wetlands and Section 404 Wetlands in the area where the
wetlands are the narrowest on the property. The water depth at the end of the proposed boat
ramp is -3.6' below NWL.
Two groins are proposed along either side of the boat ramp. The groins are each proposed to
be approximately 45' in length and extend a maximum of 11' beyond the marsh line. The groins
are proposed so that the proposed ramp does not cause erosion of the marsh on the sides of the
boat ramp...
A 70' long by 6' wide pier with a 6'long by 36.3'wide platform is proposed adjacent to the
boat ramp for temporary dockage in conjunction with the on/off loading of boats. The pier would
extend a maximum of 50' into Long Creek. The pier is approximately 26'•from the adjacent
riparian areas at its closest point. Water depths are•in the -5.1' to -6.6' range below NWL at the
end of the proposed pier.
Six wooden pilings are proposed as channel markers to guide boat ramp users away from the
SAV adjacent to the project. The applicant's consultant has mapped out the SAV and proposed
the markers at the edge of it such that a small boat launched from the proposed ramp could pass
by the SAV without contacting it on the way out to Long Creek.
Anticipated Impacts
The installation of the boat ramp will result in the filling and grading of 285 square feet of
Coastal Wetlands and 170 square feet of Section 404 Wetlands adjacent to Long Creek. It will also
result in the filling of 330 square feet of shallow water bottom habitat in Long Creek, which is open
to shellfish harvesting. The proposed access road will result in the filling of 434 square feet of
Section 404 Wetlands. The access road and boat ramp will produce approximately 2,121 square feet
of impervious surface in the 75' Estuarine Shoreline AEC including 1,130 square feet of new
impervious surface in the Neuse River Basin Riparian Buffer Area. The project will also produce an
additional 37,192 square feet of disturbance and impervious surface on the high ground of the lot.
The proposed development results in a 10% impervious surface in the 75' AEC and a total
impervious surface for the lot of 24.3%.
The construction of the pier will result in the usurpation and shading of 422 square feet of
Estuarine Waters and Public Trust Area. The pier will also shade 108 square feet of Coastal
Wetlands, 78 square feet of Section 404 Wetlands, and 96 square feet of area in the Neuse River
Basin Riparian Buffer Area. The pier would extend approximately 50' across the width of the
embayment and would exceed 1/a the width of the embayment, but due to its location at the head
of the embayment the pier will not pose a hazard to navigation. The pier is not intended as a
permanent mooring for any vessels and therefore would not result in any additional permanent
slips in the creek. A temporary increase in turbidity can be expected during the construction of
the boat ramp, pier, and channel markers. An increase in boat traffic on Long Creek is anticipated
with the addition of the boat ramp as there are currently no boat ramps in this section of the
creek. Due to the projected increase in activity on the creek, additional contact between boats
and the SAV beds present in the creek is likely to occur.
Stephen Lane -September 19, 2006 -Morehead City District

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FormDCM-MP-1 s~,f, ~ ~~ ~~ ~'`'
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APPLICATIO
5 5 ~To be completed by all applicants) ~~l'~~1~~~ 1~~ ~~v9~r
20061
1. APPLICANT
a. County Craven
b. City, town, community or landmark
Merrimon area -Havelock nearest town
a: Applicant:
Baytree Landing Properties, LLC .
Name c/o Mr. Jim Wig ing_s_
Address 2000 Rivered e~wy Suite 580
City Atlanta State GA
Zip 30328-3568
Day Phone [phone]
Fax
b. Authorized Agent:
Name Land Mana>?ement Group, Inc.
Address P. O. Box 2522
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Baytree Landing Community Ramp
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
c. Street address or secondary. road number.
Adams Creek Road (SR 1700)
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Long Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose
(e.g. building a home; motel, marina, bulkhead,
pier, And excavation andlor filling activities)
Applicant proposes to construct (1)
community boat ramp and associated side-to
dock for loading/unloading (2) access road and
turn around area for ramp (3) minimal wetland
impacts associated with ramp and road. (4)
insta116 nilinas to mark channel
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use? Commercial, S/D amenity
d. Give a brief description of purpose, use,
methods of construction and daily operations of
proposed project. If more space is needed, please
attach additional pages. Purpose is to construct
a community boat ramp as an amenity for the
Baytree Landing subdivision. The ramp will be
Revised 03/95

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used by Baytree Landing residents and their
invited Quests Standard daily activities and >;ood
marine construction techniques will be used.
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Common area containin;r
boat ramp 3.72-acres
b. Size of individual lot(s) Common area is
3 72-acres Other lots within S/D average 2.8-
acres/lot (See enclosed Sheet 5:1
c. Approximate elevation of tract above MHW
or NWL avg. +8' MSL .
Yes X No
-~or~head 't~ '~
1. Are there wetlands on the site? _~_ s'"'' ~
No
Coastal (marsh) X Other _X_
If yes, has a delineation been
conducted?_yes_Bill Bittlecome (ACOE) will
reauthorize delineation during permit review.
(Attach documentation, if available)
m. Describe existing wastewater treatment
facilities.
Onsite wastewater treatment systems.
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
No direct discharges Surface run-off from
d. Soil type(s) and texture(s) of tract
Stallings sand on majority of tract.
e. Vegetation on tract Pines, Sweet gum, Red
maple dominate upland Majority of wetlands
contain Black gum Red maple and Red bay.
£ Man-made features now on tract Subdivision
road.
g. What is the CAMA Land Use Plan land
C1aSSlflcatlon Of the Slte? (Consult the local land use
plan.)
X Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Property is not zoned by County
I. Is the proposed project consistent with the
applicable zoning? _ Yes No N/A
(Attach zoning compliance certifecate, if applicable)
Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
the proposed roads will be handled through a
state-approved low density stormwater plan.
o. Describe existing drinking water supply
source.
Individual wells.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application
only) or other instrument under which the
applicant claims title to the affected properties.
If the applicant is not claiming to be the owner of
said property, then forward a copy of the deed
or other instrument under which the owner
claims title, plus written permission from the
owner to carry out the project.
~ An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8 1/z" by 11" white paper.
(Refer to Coastal Resources Commission Rule
7).0203 for a detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue-line prints or other larger plats are
acceptable only if an adequate number of quality
Revised 03/95

copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that
agency's use of larger drawings.) A site or
location map is a part
of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar
with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the
like.
X A Stormwater Certification, if one is
necessary.
A Stormwater Management Plan has alread~een
obtained for this subdivision.
* 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 proj ect to the
Division of Coastal Management. Upon signing
this form, the applicant further certifies that such
notice has been provided.
Name NC DOT c/o Aaron Everett
Address 209 South GlenburnieRd
New Bern. NC 28560
Name Michael & Christine Loper (to the south)
Address 314 Cumberland Ct
Peachtree City GA 30269
* A list of previous state or federal permits
issued for work on the project tract. Include
permit numbers, permittee, and issuing dates.
NW 18 Action ID # 199810849 issued to
Weyerhauser Real Estate (previous owners) for
0.04-acres wetland impact for S/D road.
* A check for $400 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the application.
~ A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
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Environmental Policy Act (N.C.G.S.113A =1 fo
10) If the project invq' en~~i re of
public funds or use of pubh~!•+a~al~a,~j~,i`~
statement documenting compliance with the North
Carolina Environmental Policy Act.
6. 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
subj ect to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management
Program and will be conducted in a manner
consistent with such program.
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.
This is the day of , 200 .
PrintName ~~~~~~~~ ~-Oud ~dMOs,~~
~~i~~
Signature
Landow er r Author ed Agent
Please indicate attachments pertaining to your
proposed project.
_X_ DCM MP-2 Excavation and Fill
Information
_X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
Revised 03/95

DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
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Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed
excavation or fill activities. All values to be
given in feet. '
Average Final
Existing Project
T.ensrth Width Tenth Tenth
Access
channel
(MLW) or N/A
~~-)
N/A
Canal
Boat N/A
Basin
avg 15' Existing avg. +2'
Boat 23' grade ranges NWL to
from from +2' same -4'
RAP NWL NWL to NWL
-4' NWL
N/A
Rock
N/A
Rock
Breakwat
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Other N/A
(Excluding
shoreline
stabiliz-
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic yards None
b. Type of material to be excavated N/A_
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal
c. Do you claim title to disposal area?
_ Yes _ No If no, attach a left r granting
permission from the owner.
d. Will a disposal area be available) for future
maintenance? Yes No
e. Does the disposal area include ny coastal
wetlands (marsh), SAVs or other we a ds?
Yes _ No
Revised 03/95

£ Does the disposal include any area in the
water?
Yes _ No
Form DCM-MP-2
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization N/A
Bulkhead Ripr~p
b. Length
c. Average distance waterward oij MHW or
NWL I
d. Maximum distance waterward of 1~HW or
NWL I
e. Shoreline erosion during preceding 1I2 months
f. Type of bulkhead or riprap
g. Amount of fill in cubic yards to
below water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
placed
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization
a. Will fill material be brought to site?
X Yes _No
If yes,
(1) Amount of material to be placed in the
water Concrete ramp
(2) Dimensions of fill area ramp to be 15'
wide and max. 26' beyond N w ~
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(3) Purpose of fill ~ train ~ '-'~'~~~'
r1
b. Will fill material be placed in coas~taI-~e s
(marsh), SAVs or other wetlands? ~~
X Yes No ~/~
If yes,
(1) Dimensions of fill area `155 sq.ft.
And 434 sq.ft.
(2) Purpose of fill To install boat ramp and
access~road,respectively.
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled? Astate-approved
Sedimentation and Erosion Control Plan will be
followed for all work performed on the site.
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Pile driver. dozer, dumptrucks, and other
standard commercial and marine construction
eQUipmerit.
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
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Applicant or Proiec Name
ati~ ~
Date ~~~ Cf /z-
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major. Permit, For DCM-MP-1. Be sure to
complete all other ~.~ sections of the Joint
Application that relate to this proposed project.
a. Type and number of buildings, facilities, units
or structures proposed No buildings proposed in
common area.
b. Number of lots or parcels 33 lots currently
existing in S/D.
c. Density (give the number of residential units
and the units per acre) No additional lots
proposed.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. approximately
23,000 sq.ft. or 0.52-acre within common area.
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. If applicable, has a sedimentation
and erosion control plan been submitted to the
Division of Land Resources?_ Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surface.
Concrete for boat ramp, gravel for access
drive and turn around.
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the case
of an Outstanding Resource Water, to be covered
by impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
Boat ramp and access drive total approximately
2 333 sq.ft. of impervious cover within the
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Coastal Shoreline AEC. This is roughly 10 % of
the total AEC area.
h. Projects that require a CAMA Major
Development Permit may also require a
Stormwater Certification. Has a site development
plan been submitted to the Division of
Environmental Management for review?
Yes X No
The stormwater permit for the subdivision will be
modified as required.
i. Describe proposed method of sewage disposal.
N/A- no sources of wastewater proposed
within common area.
j. Have the facilities described in Item I. above
received state or local approval? N/A
k. Describe location and type of proposed
discharged to waters of the state (for example;
surface runoff, sanitary wastewater,
industriaUcommercial effluent, "wash down" and
residential discharges).
No direct discharges proposed. All stormwater
runoff will be managed _per astate-approved
stormwater plan.
1. Describe proposed drinking water supply
source (e.g. well, community, public system, etc.)
N/A for boat ramp
m. Will water be impounded? _Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Revised 03195

Form DCM-MP-3
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Appl' ant or Project N e
Signature ~
Date
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Morehead City DCM
Revised 03/95

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Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major d.
Permit, Form DCM-MP-l . Be sure to complete all other
sections of the Joint Application which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) -Commercial X Community Private
(2) Number 1 ram~and 1 fixed "L" shaped dock
alongside ramp.
(3) Length 40' alongside ramp (portion beyond NWL
only,), 70' total length.
(4) Width 6'
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes _No
(i) Number 1
(ii) Length 6' x 36.3'
(iii) Width
(7) Number of slips proposed All docks eg for
loadin unloading at ramp. no permanent
slips proposed.
(8) Proximity of structure to adjacent riparian
property lines Approx. 22' to the north, 135' to
the south
(9) Width of water body roughly / 3 dwide,
structures to extend no more than So` beyond
NWL.
(10) Water depth at waterward end of pier at
MLW or NWL Avg -4'
b. Boathouse (including covered lifts) N/A
(1)_ Commercial-Private
(2) Length
(3) Width
c.
Groin (e.g. wood, sheetpile, etc.) ~
(1) Number 2 groins /retainine walls alongside ramp
(2) Length(s) 't' beyond NWL on north side of ramp
1 !' beyond NWL on south side of ramp
~`-~'. ~`
< .,.`
~.
-`' !~" :i
,J/~ !
I
O~~p~~ ~~ ~~~~,
~~~~~
y~c
Breakwater (e.g. wood, sheetpile, etc.) N/A /ijJ
(1) Length
(2) Average distance from MHW, NWL r
wetlands
(3) Maximum distance beyond MHW, ,
or wetlands
e. Mooring buoys N/A
(1) Commercial _Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed eyond
shoreline ~
f. Mooring structure (boatlift, mooring pilings,
etc:) N/A
(1) -Commercial -Community Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
15'-wide concrete boat ramp. Ramp to be 60'
long with no more than 26' of that extending
waterward of NWL. 6 pilings to mark. channel
signature
Qi~•e yGK^
rs vp
IrC ~ ~/~
ate
Revised 03/95

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0 1.2 2.4
SCALE 1" = 1.2 miles
Land Management Group, /nC. CAMA Major Permit Application,
Environmental Consultants Baytree Landing Community Ramp
P.O. Box 2522 VICINITY MAP Applicant: Baytree Landing Properties LLC
Wilmington, NC 28402 North Carolina Gazetteer c/o Mr. Jim Wiggins
910-452-0001
Location: Long Creek, Craven County
LMG # 03-04-247
Date: 8/2005 Sheet 1 of 11

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Morehead City 2000 4 00
Note: Subdivision boundaries are approximate.
SCALE 1" = 2000'
Land Management Group, InC. CAMA Major Permit Application,
Environmental Consultants Baytree Landing Community Ramp
P.O. Box 2522 USGS TOPOGRAPHIC Applicant: Baytree Landing Properties LLC
Wilmington, NC 28402 MAP -' c/o Mr. Jim Wiggins
910-452-0001 Merrimon Quad.
Location: Long Creek, Craven County
LMG # 03-04-247
Date: 8/2005 Sheet 2 of 11

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SCALE 1" = 2000'
Land Management Group, ~t7c. Marehead Cit (~r"~i~AMA Major PermitApplication,
Environmental Consultants ~' tree Landing Community Ramp
P.O. Box 2522 NRCS SOIL SURVEY Applicant: Baytree Landing Properties LLC
Wilmington, NC 28402 Craven Co, pg.17 c/o Mr. Jim Wiggins
910-452-0001.
Location: Long Creek, Craven County
LMG # 03-04-247
Date: 8/2005 Sheet 3 of 11

Land Management Group, inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 03-04-247
AERIAL ~i~PH
Morenea~ city ~~
CAMA Major Permit Application,
Baytree Landing Community Ramp
Applicant: Baytree Landing Properties LLC
c/o Mr. Jim Wiggins
Location: Long Creek, Craven County
Date: 8/2005 Sheet 4 of 11
0 500' 1000'
~~~~~'~ SCALE 1" = 500'

+. ~ ~ 1
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~~~~L~~~ ~p 1~±ei~smmm... T'~k~#L.:,~Ir.1t`~ ~f~. =~t
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Common Area
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~~5.'Yi"RE s1D~PI~G ~R{5
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Adjacent Landowner to North:
NC DOT (SR 1700)
Adjacent Landowner to South:
(Lot 1 has since sold)
Michael and Christine Loper
314 Cumberland Ct.
Peachtree City, GA 30269
{,'~i~ a
.3 J! JL 2 8 2
i~'or~t~~a~
N
0 300'
SCALE 1" = 300'
600'
Land Management Group, /nC. CAMA Major Permit Application,
Environmental Consultants CRAVEN COUNTY Baytree Landing Community Ramp
P.O. Box 2522 GIS DATA, Applicant: Baytree Landing Properties LLC
Wilmington, NC 28402 c/o Mr. Jim Wi ins
910-452-0001 Adjacent Landowners gg
Location: Long Creek, Craven County
LMG # 03-04-247 Sheet 5 of 11
Date: 8/2005 revised 7/2006

08/23/2006 09:36 9104520060 LANDMANAGEMENr rHUt F71/171

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40
SCALE I " = 120'

c«nral Notes
(1)SAVs were mapped
using a handheld 6P5
unit by LM6. Limits are
not exact and ore
meant for reference
use only. SAV survey stopped
at project limits,
(2) Creek edge estimated
from 6I5 DATA and
aerials
(3) Origins/Survey and
drawing provided by Bell d
Phillips Surveying, PLLC
J"
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~y/

No, tbvWon/Inw •~
OaN
LAND MANAGEMENT
GROUP, INC.
P05T OFFlCE BO% 2522
WILMINGTON, NC 28402
[phone]
Bell & Philllp9 Surveying, PIdC
soles cauia PODlT lu%
911ANSaaRO, N.C. 88081
TaLdFBOlYa: (808)-909-8181
assn, ~6eDrur-e~lnjltop8.oom
Pcrojec des Baylreslmdln9
Applicants eaytrul~are
Properties, CLC
Locations Cony c}~eeek, amn cowry
lMG N 03-04-247
SITFPLAN
COMMON ARfA
ow •.•
'+i:izo 7 of
5!30!06 reNSed 912006

/ General Notes
warEnw,aRa consr~t ~sx
~•
uwownrm catsrnc ~sN uurr
N
...~....
- x-:.. ~: a~:.':
...
~~ ~•.•
Proposed Gravel Access Road
and Tum Around (with parking in
center)
wFruwo uMrr
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COATSTAL A
uA~rr
4s5sq. FT.
WETLAND IMPACT for rump
SCALE 1" = 40'
o io®o ~o
SCAIE.' 1"=100'
x'00
No. ~ Revision/Issue I Date f
LAND MANAGEMENT
CROUP, INC.
P05T OFFICE 60X 2522
WILMINGTON, NC 28402
[phone]
Surveying, PLLC
4 PalNi' BLVD.
~. N.C. 28594
JUL 2 $
~~~w°~SAV sx L® ~9x
-55x x
,~~LiMirs-~-~_~,~x y
~' y ~4.9x
v. y -5.7x
~y \ t
y.yxW y y~ -4.8x ~ 3.,3x y ~ .tt.
t~ ,
.tt.

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l
i
l
,.I ..~............~
~ ~ ~` ~ SCALE ~1" = 40' . ~ .
,,...,..
..,
.~.~. .4.
v /. .
..:.............
~.~.~.~... "v- ~.
(1)SAVs were mapped
using a handheld GPS
unit by LMO. Limits are
not exoct and are
meant for reference
use only. SAV survey
stopped at project limit
(2)Fill for Romp:
Coastal Marsh Fill =
~ 8 5 SQ. FT.
'404" Wetland Filf =
170 SR. FT
(3)Frll for Drive:
'404" Wetland t=rll =
434 SQ. fT.
~ (4)Original Survey and
drawing provided by Bel(
& Phillips Surveying,
PLLC
Morehead
~~~
Appricont: 9ayn,ec tmdrny
Orwperties, LLC
Location: ~ cam, c„~ county
AccEss DRrvE
WITHIN COMMON
AREA d PROPOSED
WETLAND
IMPACTS
'" 9ofil
5!30106 rev~5ed 7/2006
~ 404 WETLAND UM