20061848 Ver 1_CAMA Application_20061129

~~_
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
November 28, 2006
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor -~, _.,~,
Division of Water Quality ~a ~~ ~ ~ ~~~
FROM: DougHuggett N~V 2 ,er 2006
Major Permits Processing Coordinator r~ervrr _ wc~rP
~1't.ANDS ANC 5Tt7RM v TER'SRANCH
SUBJ-ECT: CAMA/DREDGE & FILL Permit Application Keview
Applicant: Timber Point Properties, LLC
Project Location: Pamlico County: Adj. to Mason Creek at the common area of Timber Point
S/D on the north side of SR 1324
Proposed Project: The applicant proposes to construct a 10-slip community docking facility and
wood chip access path in Timber Point S/D.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 19, 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.
Thisgency approves of the project only if the recommended changes are
inco rated. See attached.
objects to the project for reasons described in the attached comments.
SIGNED
DATE D
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recyded 110% Post Consumer Paper

DCM ~° DWQ
Development Type FEE (14300 1601 435100093 1625 6253 243001602 435100095 2341
I. Private, non-commercial
development that does not involve 5250 100% (5250) 0% ($0)
the tilling or excavation of any
wetlands or open water areas:
II. Public or commercial development °,
that does nol involve the filling or 8400 100% (5400) 0% (50)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality 8250 100% (5250) 0% (50)
Certification No.3301 (see attached)
can be applied: ,
III(B): For public or commercial
development, if General water t]uality 5400 100°0 (5400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). It General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60% (5240) 40% (5160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60°% (5240) 40% (5160)
can nol be applied: -

IV. For development that involves
the filling and/or excavation of more $475 60°6 (S285) 40% (5190)
'han one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Timber Point Properties, LLC
2. LOCATION OF PROJECT SITE: The project is located on the common area at the terminus of Timber Point Drive
in Timber Point subdivision, on the north side of SR1324, approximately 2.8 miles east of its intersection with NC
Hwy 55 and is adjacent to Mason Creek near Merritt, Pamlico County.
Photo Index - 2006:82-8267, H-I, 15-16 2000:82-974, P-Q, 10-1 1
State Plane Coordinates - X: 2690704 Y: 512048
Latitude: 35°08'07" Longitude: 76°41'22" , RoverFile: M102412B
3. INVESTIGATION TYPE: LAMA
4. INVESTIGATIVE PROCEDURE: Date of Site Visits -July 18,2006, October 24, 2006
Was Applicant Present -Yes, No
5. PROCESSING PROCEDURE: Application Received Complete: November 6, 2006
Office -Morehead City
6. .SITE DESCRIPTION:
(A) Local Land Use Plan -Pamlico County
Land Classification From LUP -Rural/Conservation
{B) AEC(s) Involved: CW, ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing -None
Planned - On-site septic for the subdivision lots
(F) Type of Structures: Existing - 2 culverts, gravel parking area on common lot, subdivision with infrastructure
Planned - 10-slip docking facility, woodchip access path
(G) Estimated Annual Rate of Erosion: < 1'/year
Source -Applicant
7
HABITAT DESCRIPTION:
[AREA]
DREDGED Fi1.T.ED (~THF.R
(A) Open Water 4564 sf usurped by
docks, of which
1076 sf is shaded
(B) Coastal Wetlands 300 sf shaded
Section 404 Wetlands 324 sf filled
(B) High Ground 2076 sf disturbed for
woodchip path
(D) Total Area Disturbed:
(E) Primary Nursery Area
(F) Water Classification:
8
7,264 sf
Yes
SC; Sw, NSW Open: No
PROJECT SL'NIMARY: The applicant proposes to construct a l0-slip community docking facility and wood chip
access path in Timber Point subdivision.

FIELD INVESTIGATION REPORT:
TIiVIBER POINT PROPERTIES, LLC
PAGE 02
9. NARRATIVE DESCRIPTION:
Project Setting
The site is a 1.39 acre common area in Timber Point subdivision, which has 15 residential lots
located on the north side of SR1324 approximately 2.5 miles east of its intersection with NC Hwy.
55. The common area is located at the terminus of Timber Point Drive, which is the only road in:
Timber Point subdivision.
Timber Point subdivision totals approximately 26 acres. The subdivision's only road is paved,.
and all subdivision infrastructure is completed. There are currently no residences in or under
construction in the subdivision.
The common area is adjacent to Mason Creek near Merritt, Pamlico County, North Carolina. The
common area ranges from approximately 0' to 5' in elevation above the NWL. The tract has
approximately 203 linear feet of shoreline. The majority of the upland area on the property has been
partially cleared and is vegetated with sedge grasses, sweet gum, cedar, and pine trees. There is a
gravel parking lot on the southern portion of the common area adjacent to the cul-de-sac. Two ten
feet long concrete culverts also exist in a ditch on the north side of the gravel parking area for access
to the shoreline from the parking area.
The shoreline is bordered with black needle rush, giant cordgrass, salt meadow hay, and salt
grass, which ranges from 20' to 210' in width. The adjoining waterfront properties to the east and
west are currently undeveloped.
Mason Creek is approximately 360' wide in the project vicinity with water depths in the ~' to
-5' range below NWL. No SAV was observed from the shore during the site visits. A review of the
aerial photos for SAV in the project area was inconclusive. Mason Creek is classified by the EMC
as SC; Sw, NSW. It is classified by the Division of Marine Fisheries as a primary nursery area. The
creek is closed to shellfishing by the Division of Environmental Health. The Pamlico County Land
Use Plan categorizes this area of the county as Rural, with alt AEC's classified as Conservation. The
Division of Land Resources approved Sedimentation and Erosion Control Plan #Pacnli-2006-004 for
the subdivision and the applicant has received Stormwater Management Permit#SW7050856 from
the Division of Water Quality.
Project Proposal
The applicant proposes to construct a 10-slip docking facility to serve lots 7-15 in the subdivision.
To access the docks, a 6' wide x 400' long pathway would be cleared from the existing parking area
near the southern portion of the common lot to the coastal wetlands limit near the north end of the
property. The path would then be filled with wood chips and compacted to a height of 6" above the
surrounding grade. Approximately 346' of the path will be over high ground, while the last 54' of
the path would be in Section 404 Wetlands.
The wood chip path will lead to a wooded access pier, which is proposed to be 6' wide and 96'
long. Approximately 50'of the pier would cross over Coastal Wetlands and 46' of the pier is
proposed beyond the NVVL and will lead to the platform. The pier would be elevated 3' over the
Coastal Wetlands. At the end of the pier a T-head platform is proposed to be ~' wide and 122.x' in
length. Five finger piers 2.5' wide by 1 S long would extend from the north end of the platform.
Twenty-eight mooring pilings have also been proposed, of which, eleven would be placed at 1~'

FIELD INVESTIGATION REPORT:
TIMBER POINT PROPERTIES, LLC
PAGE 03
beyond the end of the finger piers to create a total of 10 boat slips at the docking facility. The slips
are proposed in water depths of -4' to -5.2' below NWL.
The docks would extend out a total of 90' into Mason Creek. The structure would be set back 25'
from the adjacent riparian line to the west, and 42' from the adjacent riparian line to the east as
proposed. The common area has 203 linear feet of shoreline to allow for the construction of the
community dock.
Anticipated Impacts
The project would disturb 2,076 sq. ft. of high ground for the woodchip path. The woodchip path
would fill in 324 sq. ft. of Section 404 Wetlands. No new impervious surfaces are proposed inside
of the N.C. Division of Coastal Management's 75' Estuarine Shoreline AEC. This equates to a total
impervious surface of 0% within DCM's 75' Estuarine Shoreline AEC and 1.4°lo impervious surface
for the entire common lot. The woodchip path to the pier is proposed within the N.C. Division of
Water Quality's Neuse River Basin Riparian Buffer Zone.
The pier would shade usurp 4,564 square feet of estuarine waters and public trust area, of which,
1,076 square feet would be shaded. The pier would also shade 300 square feet of Coastal Wetlands.
The proposal as submitted would create ten additional boat slips in Mason Creek, and increase the
total permitted boat slips in the creek from four to fourteen. The pier would not extend out into the
main body of the creek where the majority of the traditional navigation occurs. A localized and
temporary increase in turbidity can be expected during the in-water portions of the construction.
Additionally, there are 6 other waterfront lots in the subdivision with riparian rights that may apply
for a pier on an individual basis.
Submitted by: Stephen Lane -tilorehead City District -November 20, 2006

o ~ -~~~g
Form DCM-MP-1 ~ ~? ~ ~ ~ ;r
r
~~;:
PPLI~ATI~ ~,, _ ~ ~~
A _. .
(To be completed by a!1 applicants)
Morel~2ad City DCM
b. City, town, community or landmark
M errit
1. APPLICANT
a. Landowner:
Name Timber Point Properties, LLC.
Address 240 Craven Street
City New Bem State NC
Zip 28560 Day Phone
Fax [phone]
b. Authorized Agent:
252-633-2059
Name Sean Wallace
Address 240 Craven Street
City New Bem State NC
Zjp 28560 Day Phone
Fax [phone]
252-633-2059
C. Project name (if any) Timber Point subdivision
NCJ7E: Psrn~it wiR bs irs+red in namr of lm~downer(:J, and/or
proJad naJnt.
2. LOCATION OF PROPOSED
PROJECT
c. Street address or secondary road number
Intersection of Florence Road (SR 1324) with Timber Point Drive-
common lot is located at end of Timber Point Drive.
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) Mason 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 and/or filling activities.
Propose to construct one ten-slip boat dock and wood chip path.
The proposed dock will be located off the shoreline of the
common lot for the subdivision.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
~? Private project, only used by subdivision homeowners.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
sdditional pages. The purpose of the dock is to provide
boating access for the homeowners of the subdivision.
The dock will be built out of marine grade lumber
and pilings. The decking will be out of marine grade lumber
or may be built out of pre-cast cement. All fastening equipment
will be galvanized. Wood chip path will provide access from
parking area to dock.
a. County Pamlico
RtvLstd 03/95
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Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1.39 acres
b. Size of individual lot(s) 1.39 acres
c. Approximate elevation of tract above MHW or
ill, 3-5 feet
d. Soil type(s) and texture(s) of tract
Alavista (fine sandy loam) and Longshoal (mucky peat)
e. Vegetation on tract Scrub brush, grasses, and a sparse
mix of hardwoods and pine trees.
£ Man-made features now On tract Two culverts and gravel
parking area.
g. What is the CAMA Land Use Plan land
classification of the site? (co.rsutr rte loan! !md ~~ p1~.J
X Conservation Transitional
_ Developed Community
X Rura] w! services Other
h. How is the tract zoned by local government?
Undevelopedltimberlends _
i. Is the proposed project consistent with the applicable
zoning? x Yes No
(A(radt zoning avw~liancc ccrtif+natc, ijapPliaabkJ
l•
Has a professional
done for the tract?
If yes, by whom? ,
archaeological assessment been
Yes x No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes No
Coastal (marsh) X Other 404 jurisdictional wetlands
if yes, has a delineation been conducted? Yes
(Atraak doavASntation, if a+,mlobkJ
i ~~~ _ t~ _ ;K1t-.
Morehead City t~CNI
m. Describe existing wastewater treatment facilities.
NA
n. Describe location and type of dischazges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff
o. Describe existing drinking water supply source.
The subdivision's water source is supplied by Pamlico
County NC,
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
~ A copJ 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 instrumeirt 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 6 1 R" by I I " white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality a~pies will be accepted. Blue-line
prints or other lazger plats are acceptable only if an
adequate number of quality 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 azea to the
Revised 03195

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Edward Knox Procter
Address 100 Yacht Club Road, New Bern, NC 28562
Phone [phone]
Name Phillip O. Schwartz & Allison S. Marsh
Address 4336 Honey Vsta Ct., Tampa , FL 33624
Phone [phone] or 813-240-0867
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NC Department of Environment and Natural Resources
Division of Land Resources. Land Quality Section-
Erosion and Sedimentation control plan No. Pamli-2006-004 (9-15-05
DWO/Surface Water Protection-Stormwater Permit No. SWZ050856
(11-15-05 )
• A check for SZ50 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.
Environmental Polic, Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the Notch Carolina
Environmental Policy Act.
~ ~ ~ ~ j t ~ ,
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Morehead City DCi~
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 wt71 be subject to conditions
and restrictions contained ~~ 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.
;~cc> ~.
This is the ~r day of N`~ %,,n`~~f, i9
Print Name ~ ~ ~,'~ ~ ~ A ~~A c
~~ /~j /
Signature ~-~ Y ~ 4'~-, -/J ~?!'~ '~-
Landownrr or .tvtlwri:ed ,4genr
Please indicate attachments pertaining to your proposed
Pro1~•
X DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
x DCM MP-4 Structures Information
_DCM MP-S Bridges and Culverts
DCM MP-6 Marina Developmeat
NOTE: Please sign and date each onachment in the
space provided at tfte bottom of each form.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
~~ . e ~, a~.~,
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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
Ea~sting Project
L.en¢th Width IkP~ ~P~
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shorslinc
stabilization)

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1. EXCAVATION N ( ~
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
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 N(
MATERIAL ~
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?

Form DCbi-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
~~ ,
r 1 ~.r y ~~J~ y I l
. ~;
If yes,
(1) Aml~tSt~ro~~i~C~'C.tar~ie in the
water ~ ~p
(2) Dimensions of fill area N~~
(3) Purpose of fill N/~-
3. SHORELINE STABII.IZATION ~V~~-
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
/ Yes No
If yes,
(1) Dimensions of fill area 6 ' ~ S ~'
(2) Purpose of fill ~Joo ~L%P c.,~ll~u.~,,
~ ~~~-
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of inforn,adon)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? s ~-t~ -F~--~~ ~--~
~V//G
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
~~~~~ ~w~
c. Will wetlands be crossed in transporting equipment
to project site? / Yes No
If yes, explain steps that will be taken to lessen
enviro,nnmmental impacts.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fi I material be brought to site?
Yes No
Gw~ T : vw'~J aA QO ; ~1
Applicant or Pro'ect Name
O~ ~` -
$1gn8tUl'E
11-22-~~
>~ce
400 copies of this public document were printed at a total cost of $11.00 or $ .03 per copy.
Rev'~sed 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT

Morehead City DCM
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other secxions of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed NA
b. Number of lots or parcels NA
c. Density (give the number of residential units and the
units per acre) NA
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. ~~~y~~=oosa~r~;
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? X Yes No
If yes, date submitted August 24, 2005
(approved September 15, 2005)
f. List the materials (such as mazl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
NA
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?
x Yes No
If yes, date submitted September 25, 2005
i. Describe proposed method of sewage disposal.
NA
Have the facilities described in Item
received state or local approval? NA
(Attach appropriate documauotion)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential dischazges).
surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
NA
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NA
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. 0%
Timber Point Properties, LLC -Timber Point Subdivision
Applicant or Project Name
- ~I-- `~~!=1~-~--- ----
y-3.~-- __~-
Signature
I1 ~ U L
Date
i, above
Revised 03195

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 which relate to
this proposed project.
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Morehead ~~t~ L~CPk.~
e. Mooring buoys (NA)
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(l) _ Commercial X Community _ Private
(2) Number 1
(3) Length 96 foot Pier
(4) Width 6 foot pier
(5) Finger Piers X Yes No
(i) Number 5
(ii) Length 15 feet f.
(iii) Width 2.5 feet
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 122.5 feet
(iii) Width 5 feet
(7) Number of slips proposed 10 g,
(8) Proximity of structure to adjacent riparian
property l ineS approx. 42 feet to east riparian line and 25 feet to west riparian line
(9) Width Of water body approximately 360 feet
(10) Water depth at waterward end of pier at
MLW or NWL 3.7 to 5.1 feet
b. Boathouse (including covered lifts) (NA)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) (NA)
(1) Number
(2) Lengths}
d. Breakwater (e.g. wood, sheetpile, etc.) (NA)
(1) Length
(2) Average distance from MHW, NWL or
• wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
Mooring structure (boatlift, mooring pilings, etc.)
(1) ~ Commercial X Community _ Private
(Z) Number 2 ~
(3) Length 25 feet
(4) Width a inches
Other (Give cagpfett de~cripdon) (NA)
Timber Point Properties, LLC. -Timber Point Subdivision
Appuernt or Prgject Name
~ I~
Signature
11-06-06
Date
Reviud 03!95