20110551 Ver 1_CAMA Application_20110608

'A4
201 1055 1
.,.r.?..??..
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
June 7, 2011
Dee Freeman
Secretary
MEMORANDUM:
TO: Karen Higgins L9
Division of Water Quality JUN 0 S 201,
FROM: Doug Huggett W?NR _ qyq???
Major Permits Processing Coordinator $ ate
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Garland Shores Developers, LLC
Location: The project site is located on Morse Drive off of SR 1623 on Parrot Swamp,
Hubert, Onslow County.
Proposed Project: The applicant is proposing to construct a 60 lot residential subdivision with
associated infrastructure, two community observation piers, pedestrian bridge
and swimming pool.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
06/28/2011. If you have any questions regarding the proposed project, please contact
Barry Guthrie 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 Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer
One
NO
rthCarofina
;VaturallY
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Garland Shores Developers, LLC
2. LOCATION OF PROJECT SITE: Morse Drive off of SR 1623 on Parrot Swamp in
Onslow County, unincorporated Swansboro(Hubert), NC
Photo Index - 2006: 35-6502 grids (A-D 10,11) 2000: None
State Plane Coordinates - X: 341600.75 Y: 2548653.55 Rover # JJ11210A
LAT 34°40.480N LON 77°10.507W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/12/10,4/14/11
Was Applicant Present -No, No
5. PROCESSING PROCEDURE: Application Received -10/7/10 cc: 5111/11
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow
Land Classification from LUP -Vacant, Rural Agriculture
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - None
Planned - Individual septic
(F) Type of Structures: Existing None
Planned - Residential subdivision with infrastructure, two
observation piers, pedestrian bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Highground Disturbance N/A N/A
21.5 acres
(B) Open Water N/A N/A 1,210 ft2 incorp.
(C) Shallow Bottom N/A N/A 1,060 ft2 shaded
(D) Vegetated Wetlands N/A N/A 1,300 ft' shaded
(D) Total Area Disturbed: 936,540 ft' (21.5 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-HQW Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct a 60-lot residential
subdivision with associated infrastructure, two community observation piers, pedestrian
bridge, and swimming pool. The project would be located in unincorporated
Swansboro(Hubert), Onslow County located on Parrot Swamp.
9. NARRATIVE DESCRIPTION:
The Garland Shores project is located on the western side of Queens Creek within the
unincorporated portion of Swansboro(Hubert). The project would be located on Parrot
Swamp. The project site is found by traveling on Hwy. 24. Turn south onto Queens Creek
Road and travel approximately 3.0 miles and turn left onto Henson Road. Henson Road
becomes Wilburne Drive, and after 0.25 miles, turn left onto Morse Drive.
The subject project would take place on one 38.2-acre parcel with an average elevation of
approximately +30' NHW. The center section of the parcel is void of trees or shrubs expect
for the boundaries of the property which does exhibit some trees. The tract was previously
used for agriculture. Both neighboring parcels are also presently undeveloped. The project
would be located on Parrot Swamp, which is a tributary of Queens Creek. The project parcel
has approximately 1,500' of shoreline on Parrot Swamp. The shoreline exhibits coastal
wetlands with Spartina alterniflora and large expanses of Juncus roemerianus. The parcel
also exhibits areas of Section 404 Wetlands. The water depths in Parrot Swamp are
relatively shallow with most areas at -1.0' NLW. The open water feature of Parrot Swamp is
sinuous in nature and exhibits deeper water in a narrow band near the center of the creek.
The deeper areas are around -2.5' NLW. The bottom substrate consists of fine sand and silt.
No SAVs or shellfish beds were observed during onsite field visits in the vicinity of any
proposed structure.
The Division of Water Quality classifies this area of Parrot Swamp as SA-HQW waters.
This area is classified as a Primary Nursery Area by the Division of Marine Fisheries. The
Onslow County LUP Classification for this project is Vacant/Rural Agriculture. This portion
of the Parrot Swamp is closed to harvesting of shellfish.
10. PROJECT DESCRIPTION:
The applicant is proposing to construct a 60-lot residential subdivision with associated
infrastructure along with two observation piers extending into Parrot Swamp. The upland
development and disturbance has been reviewed and authorized by the Division of Land
Resources with Sedimentation and Erosion Control Permit ID: ONSLO-2009-084, and the
Division of Water Quality Stormwater Permit No. SW8-099512. High ground disturbance is
proposed at 21.5 acres and is proposed as a low density residential development consisting of
a built-upon area of 12% and proposed impervious within the 75' Estuarine Shoreline AEC at
0%. A portion of the swimming pool is proposed within the AEC and would have no concrete
curtain. A pedestrian walking bridge is also proposed crossing an area of joint-coastal/Section
404 Wetlands. The walkway is proposed at 120' in length by 5' in width and elevated at a
height of 3' above the wetland substrate. The aforementioned area of wetlands is
approximately 95' in width. Two observation platforms are proposed to extend into Parrot
Swamp. The first structure is a proposed 135' x 4' access with a 40' x 6.5' platform.
Approximately 100' of the access would be located over wetlands causing approximately 400
ft2 of shading impacts. The platform would be located in an area with average water depths of
-0.5' NLW. This would cause 260 ft' of shallow bottom shading impacts as well as
incorporating 260 ft2 of open water and public trust area. The waterbody at this location is 26'
in width. No slips are proposed at this location and would be used for observation use only.
`-1
The second structure would utilize a 160' x 5' access walkway leading to a 40' x 16' platform
with an attached 10' x 16' floating platform for paddle launch. The floating section would be
located in a minimum of -1' NLW with the waterward side being located in -2' NLW. The
access would traverse approximately 85' of wetlands before reaching the water's edge causing
425 ft' of wetland shading impact. The platform would cause 800 ft2 of shallow bottom
shading impacts and well as the incorporation of 950 ft2 of public trust area and estuarine
waters. No slips are proposed at this location.
11. ANTICIPATED IMPACTS:
The proposed observation platforms would result in 1,210 ft2 of open water being
incorporated and 1,060 ft2 of shallow bottom shading impacts. The proposed piers also
cross approximately 100' and 85' of marsh, causing approximately 825 ft2 of wetland
shading impacts. The pedestrian walking bridge would cross approximately 95' of
vegetated causing 975 ft2 of shading impacts. The proposed facility utilizes 880 ft2 of
platform area. There would also be a loss of public use in the public trust and estuarine
waters in the area incorporated by the structure. An increase in turbidity will occur while
setting pilings. The terminus of the observation piers appear to not encroach into the deep
water of Parrot Swamp. The waters surrounding the structures are closed to shellfish
harvesting. No coastal marsh or Section 404 Wetlands would be filled or excavated during
this project. On the highground, 21.5 acres would be disturbed. Being the property owner
has already gone through the Sedimentation and Erosion Control permitting process, then if
the applicant follows the conditions of this permit, runoff and siltation issues should be
alleviated.

IN MP-1
APPLICATION for

Mayor Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Garland Shores Developers, Inc. Project Name (if applicable)
Garland Shores Townhouses
Applicant 1: First Name
Dominick MI Last Name
Butch
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
814 New Bridge Street Suite D PO Box City
Jacksonville State
NC
ZIP
28540 Country
United States Phone No.
910 - 346 - 2067 ext. FAX No.
910 - 346 - 6570
Street Address (If different from above) City State ZIP
Email
2. Agent(Contractor Information
Business Name
Parker & Associates, Inc.
Agent/ Contractor 1: First Name MI Last Name
Jason A. Houston
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
306 New Bridge Street Jacksonville NC
ZIP Phone No. 1 Phone No. 2
28540 910 - 455 - 241 4 ext. - ext.
FAX No. Contractor #
910 455 3441
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
2 2-808-2808 1 -38R-AIRC' AST ?w?r?eres?r_cca,5i =3'mYsn agle rq° nvr-t
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd.
Onslow Morse
Subdivision Name City State Zip
Garland Shores Townhouses Swansboro NC 28584 -
Phone 'No. I.ot No. (s) (if many, attach additional page with list)
- - ext. , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Parrot Swamp
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Queens Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
Onslow County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1500 feet 1,662,684 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 30'- 0' ®NHW or ?NWL
e. Vegetation on tract
Open field / Natural grasses
f. Man-made features and uses now on tract
Townhouse project
g. Identify and describe the existing land uses ad*acent to the proposed project site.
Undeveloped property.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RA - Rural Agricultural (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
252-F, 8 -2S 8 .. 1 888-4RC-G ST -. wir v? w os;:? u :,;sa? Lary ar n der „-, t,- =_
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? SYes ?No
(ii) Are there coastal wetlands on the site? SYes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? SYes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite septic drain fields
o. Describe existing drinking water supply source.
Public water (ONWASA) Onslow Water & Sewer Authority
p. Describe existing storm water management or treatment systems.
Low density (Stormwater Permit No. SW8-090512)
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
S Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide water access to the Garland Shores community. Observation platform and paddle launch facility
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical motorized construction techniques. Stored onsite in the upland areas.
d. List all development activities you propose.
Townhouse development, observation platform, paddle launch
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? All development work includes uplands
is 21.5 acres ?Sq.Ft or S
Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes SNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharge/prohibited in SA waters
I. Will wastewater or stormwater be discharged into a wetland? ?Yes SNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes SNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>

2 52- 108-28018 -. 1 -88F-4RC0 ST trV °w n cZ-54atara?F a t ^!#?-n;>F
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information p'
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order fcjt' the appl?ation
package to be complete. Items (a) (f) are always applicable to any major development application. Please consult the W; plicatioh. ;
instruction booklet on how to properly prepare the required items below. '
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work comr,lpted and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name James and Dorothy Hicklen Phone No.
Address 777 James Street; Hubert, NC 28539
Name Dollie Blackwell Phone No.
Address 11 Oak Street; Waterbury, CT 06704
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.
Erosion & Sedimentation Control (Project ID No. ONSLO-2009- Stormwater Permit No. SW8-099512
084)
Water Main Extension (DEH Serial No. 09-0318) DOT Driveway Permit No. 0-1793
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
L 7. Certification and Permission to Enter Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be :.object 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 certi that t information provided in this application is truthful to the best of my kno Edge.
Date 10 0 1 10 Print Name o na? A GL S- & c 4 . V•p "
Signature (t.J CJ?^• s • ?` d*^' j V
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
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
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. 60
15 - Townhouse buildings 1 - Clubhouse
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
60 untis, 1.57 units/acre 21.5 acres
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Asphalt private drives
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 2/5/2009
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
0% ®Yes ?No ?NA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: 2/5/2009
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
12%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Septic drain fields approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ONo ?NA
No =12t d1Sd3W= allcwl?d = 1Q mIgn. All If yes, attach appropriate documentation.
sYJmagate nxnff to be g7dSead &Eet flaw.
252-8£08-28082 ;; 1-888-4RCOAST ;; www,nccoastalm,anage-ment.net revisecl. *1212+6106

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public water system (ONWASA)
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
N/A - No platting has occurred
j.:
p. If proposed development is a subdivision, will.additional utilities be
installed for this upland development?
RYes ?No ?NA
Y
Date
Garland Shores Townhouses
Project Name
Dominick S. Butch
ppf nt Name " . C
Applicant Signature
252-808-2808 :: 1-888-4RCOA sT :: vaeovvv.nccoast atmanagement._net. revised, 12/26/06
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial []Public/Government NPrivate/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes NNo
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length 160/190
(iv) Width 5
(v) Floating []Yes NNo
e. (i) Are Platforms included? []Yes NNo
If yes:
(ii) Number 3
(iii) Length 40/40/10
(iv) Width 20/16/16
(v) Floating NYes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
NOpen water; no dredging required
[]Other; please describe:
k. Typical boat length: NONE
m. (i) Will the facility have tie pilings?
?Yes NNo
(ii) If yes number of tie pilings?
d. (i) Are Finger Piers included? []Yes NNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ?No
f. (i) Are Boatlifts included? []Yes NNo
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:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
N Other, please describe:
OBSERVATION PLATFORM / PADDLE LAUNCH
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
NONE
1. (i) Will the facility be open to the general public?
?Yes NNo
252-808-2808 :: 1-888-4RCOAST :: www.ncc:oasta1mana9eme.nt.net revised: 12127/06
Fcrin DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not appiic 3 `rl
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12127106
FGrirn DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW ), submerged aquatic vegetation (SAV), shell bottorn,
(SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ?No
If yes, give the name r^d address of the leas eholrl=- nn .ni,p the proximity to the lease.
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.) 0This section riot applicable
a. (i) Number
(ii) Length
(iii) Width
5. `BREAKWATER (e.g., wood, sheetpile, etc.) 0This 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 0 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
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127106
IFGiran DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
125'
b. Proximity of structure(s) to adjacent docking facilities.
N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
115'
e. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NW L
2.80'
8. OTHER ?This section not applicable
a. Give complete description:
CONSTRUCTION FOR AN OBSERVATION PLATFORM AND PADDLE LAUNCH FACILITY, FOR CANOES AND KAYAKS.
Date
GARLAND SHORES TOWNHOMES
Project Name
DOMINICK BUTCH
scant Na e
Applicant Signature
252-808-2808:: 1-888-4111COAST :: www.nccoastaimanagement.net revised. 12127106
IF RECEIVEE3
MAR 1 1 2011
GARLAND SHORES TOWNHOUSES
DcM-M-dD M
Garland Shores Townhouses is a 60 lot townhouse project located in Onslow
County adjacent to Parrot Swamp Branch.
The Developer as part of his development activities is going tb install two
community observation platforms and a paddle launch area at the waters edge. There will
be no dredging activates associated with this construction.
The two observation platforms will be the only two water dependant structures
that will be proposed on this project site.
The site currently has an Erosion and Sedimentation Control Permit (Project ID:
ONSLO-2009-084) for the disturbance of 21.5 acres. The project also has a Low Density
State Stormwater Permit (Permit No. SW8-099512), Water Main Extension Permit (DEH
Serial No. 09-0318), and a NCDOT Driveway Permit (Permit No. 0-1793).
Stormwater from this site drains to Class SA waters. The site is to be developed
under the low density stormwater option with a built upon area less than 12%. The site
will also not have any point discharges. The site as proposed has avoided all wetland and
will not cause any impacts.
The majority site is currently an open agricultural field. The site is gently rolling
with steeper slopes near the wetlands drains and creek edge.
The townhouses will be sold to individual owners. They will only retain
ownership of the land and parking spaces associated with their unit. The remainder of the
land will be included in common space/open space. No additional structures are proposed
and no individual land owner would have any additional riparian rights to request any
type of structures to be permitted.
c 1 /JAH/GarlandShoresTownhousesNarrative.(3.9.11)
s?ni Horisoas
Walkway Cross Section Sketch
Not To Scale
Parker & Associates, Inc.
Consulting Engineers
Land Surveyors - Land Planners
PA Box 9'16 - 26641-006
306 New Bridge Street - 26640
JaclnonwMe. North Carolina
Phone [phone] - Fa: [phone]
Firm Uceme Number: F-0108
GARLAND SHORES TOWNHOUSES
A Planned Residential Development
Swonsborro Twp., Onslow Co., North Carolina
Job No.: 5061221-4273
Name: Acod #2008 Filename: GARLAND-GEN.

\
PROPOSED
\ GRADE
Elev. 9.5
POOL
I AREA I Wall
0+00 1+00 2+00
Pool Cross Section Sketch
scale:
Vertical 11I=4'
Horizontal 0=40'
Parker & Associates, Inc.
sg Hor1:•a• Consulting Engineers
Land Surveyors - Land Planners
P.O. Box 974 - 88641-0976
906 New Bridge Street - 84640
JaebonvMe, North Carolina
Phone [phone] - Fez [phone]
Firm Wanes Number: 7-0108
GARLAND SHORES TOWNHOUSES
A Planned Residential Development
Swansborro Twp., Onslow Co., North Carolina
Job No.: 5061221-4273
sk Name: Acod 112008 Filename: GARLAND-GEN.D

1 5' Wide Raised
Observation Platform #1 Sketch
Not To Scale
S?pg HorlZO?s
Parker & Associates, Inc.
Consulting Engineers
Land Surveyors - Land Planners
P.O. Box 978 - 26641-0970
906 New Bridge Street - 28640
Jacksonville, North Carolina
Phone [phone] - Fez [phone]
Firm License Number: F-0108
- Relative
Low Water
GARLAND SHORES TOWNHOUSES
A Planned Residential Development
Swansborro Twp., Onslow Co., North Carolina
Job No.: S061221-4273
Disk Name: Acad #2008 Filenorne: GARLAND-GEN.

Wide Raised
_ 40'
f
Observation Platform #2 Sketch
Not To Scale
5 _.,tnt Hort=oas
Parker & Associates, Inc.
Consulting Engineers
Land Surveyors - Land Planners
P.O. Box 976 - 26641-0976
906 New Bridge Street - 26640
Jacksonville. North Carolina
Phone [phone] - Paz [phone]
Firm Ueense Number. F-0108
- Relative
Low Water
GARLAND SHORES TOWNHOUSES
A Planned Residential Development
Swansborro Twp., Onslow Co., North Carolina
Job No.: 5061221-4273
Name: Acod #2008 Filename: GARLAND_GEI
C
RECEIVEZ
r, 40'
Observation Platform #2 Sketch
Not To Scale
Rev. 02/28/11 JJS - Revised the width of the observation platform
MAR 11 2®11
- Relative
Low Water
Parker & Associates, Inc. GARLAND SHORES TOWNHOUSES
seat Horttas Consulting Engineers
Land Surveyors - Land Planners A Planned Residential Development
P.O. Box 970 - 28541-0978 - 28W
906 New Hrldsa Street Swansborro Twp•, Onslow Co., North Carolina
Jaokaon?flle, North Carolina ollaa
••'•?''•.'?'?:.'•:?:?:.•??:••:`.?:~?'•`•?'••
Phone [phone] - Fax [phone] Job No.: S061221-4273
L:\Land Projects 3\Garland Shoresg\),{ii.lFse&g?28/2011 I&
&8 PA4AS
,: Aced #2008 Filename: GARLAND_GEN.Dwg
5 5' Wide Raised
Wooden Walkwc
r? 40' 0-1
Observation Platform #2 Sketch
Not To Scale
Rev. 02/28/11 JJS - Revised the width of the observation platform
Parker & Associates, Inc.
ns aori:od Consulting Engineers
° Land Surveyors - Land Planners
P.O. Box 976 - 20541-097'0
900 New Bridge Street - 20640
" ':'•.': :'.':'•':' `'.'•..`' ' Jacksonville. North Carolina
Phone [phone] - Pax [phone]
L:\Land Projects 3\Garland Shores\pIfg\fiA& ( .#uWW28/2011
RIECEMEED
MAR 1 2011
-Relative
Low Water
GARLAND SHORES TOWNHOUSES
A Planned Residential Development
Swansborro Twp., Onslow Co., North Carolina
Job No.: 5061221-4273
PIU,e: Acad #2008 Filenarne: GARLAND_GEN.Dwg
?-?

-zc--0
tvage i ox n)
r

This instrument was prepared by: Tantum & Humphrey, P.A.
licensed North Carolina Attorneys.
Delinquent taxes, if any, to be paid by the closing attorney to
the Onslow County Tax Collector upon disbursement of
closing proceeds.
ll?? ll IiIN???tfn
ID: 003906310006 Type: CRP
Doc
Recorded: 05/25/2007 at 06:11:01 AM
Fee Amt: $2,029.00 page 1 of 6
Exelse Tax: $2,000.00
onslow County, NC
Maryland.K. Washinngton Refl. of Deeds
BK2879 Pr-40 0-405
P191S 1%-
k
I
D@ V,- NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S 2,000.00
Parcel Identifier No.17
By: Y' i 1
by
County on the day of
20_
Mail/Box. to: TANTUM & HUMPHREY, P.A., 604-C Cedar Point Blvd., Cedar Point, NC 28584
This instrument was prepared by: TANTUM & HUMPHREY, P.A., Attorneys at haw -
Brief description for the Index:
THIS DEED trade this 24th day of May , 207, by and between
GRANTOR
Garland Lee Provost and
Johnnie V. Provost aka Johnnie F. Provost
GRANTEE
Garland Shores Developers, Inc
, a North Carolina Corporation
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as requimil by context.
W ITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of , Swansboro Township, Ons low County, North Carolina and
more particularly described as follows:
See Attached Legal Description
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. L-3 © 1976, Revised m 1977, 2002
Printed by Agreement with the NC Bar Association - 1981 SoBPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609
Book 2879, Paae 400, File Number
(Page 2 of 6)
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
IN WTINESS WHEREOF, the Grantor has duly executed the foregoing of a day and year first above written.
_
AL)
?Z?
(Entity Name) --- - Garl d Lee Provost
By:-...? Z?•?•rR (SEAL)
Title: Johnnie V. Provost
By:
Title:
Title:
{SEAL)
(SEAL)
State of North Carolina - County of Onslow
1, the undersigned Notary Public of the County and State aforesaid, certify that Se i Johnnie V.
Provost aka Johnnie Lee Provost personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
stamp or seal this 24th day of May 20 07 --------------- 1
--^^??? KELLY G. SHE
My Commission Expires: v? o I I Notary
P
Public
OnSlow County, C N
mFy
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally came before me this day and acknowledged that _he is the
a North Carolina or
corporation/limited liability company/general partnership/limited partnership (strike through the inapplicable), and
that by authority duly given and as the act of such entity, he signed the foregoing instrument in its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal, this day of , 20_
My Commission Expires:
of
Public
State of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L-3 © 1976, Revised C 1977, 2002
Printed by Agreement with the NC Bar Association -1981 Soffro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609
20
Book 2879, Pa4e 400, File Number
(Page 3 of 6)
STATE OF NORTu CAROLINA
COUNTY OF ONSLOW
1, KELLY G. SHEPARD , a Notary Public of said County and State, do hereby certify that
BECKIE LEE STREET , as attorney in fact for GARLAND LEE PROVOST , personally appeared
before me this day and by me duly sworn, says that she executed the foregoing and annexed instrument
for and in behalf of GARLAND LEE PROVOST, and that her authority to execute and acknowledge
said instrument is contained in an instrument duly executed, acknowledged and recorded in Book 2652,
Page 537, in the Office of the Register of Deeds of ONSLOW County, North Carolina, on the 9th day of
MAY, 2006, and that this instrument was executed under and by virtue of the authority given by said
Power of Attorney; that the said BECKIE LEE STREET, acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein established for and in behalf of the said
GARLAND LEE PROVOST.
WITNESS MY HAND AND OFFICIAL SEAL, this thr-? day of,c)DLY7
My Comm. Expires: 4NA4YP ICjam/ r
9 -q-ao I ( 1
KELLY G. SHEPARD
Notary Public
Onsfaw County, NC
Book 2879, Pace 400, File Number
(Page 4 of 6)
a??:l'? :111.11 1:.._? ?+;t \1t?I'•?. :.?i".
\tt;lt!?h.?l;.? lt)',?.?ll}Nip. {..IIl?l1+t1 {?+ltilit, \ 1.
FR 1c"
i11111C11:!!i ' Lit :E it%'.% ;).h. I?lll, cI 11',e hl ;i;I (4 n1tCfs?c[]i!I'. +i ll; ?CI "fill: i+l '?? ;l: 1.)i'i'•+_
;te? '..'.
L
l z
1"i, 1 ai'd "Horse 1)rl? IN Sly 101): thci?ce',tith the ccntcrlin t \lors.' I)I'1%,, \\oith '
J '`_'rCCs 46 lllinates 06 5ccilnds t:ast I _ 1 -61 Iect to :I rlett 11.k. ma! is C11enCt Si1U1i'. ti 01.1
minlttcs 0' seconds Cast 141.2.5 feet to a point: thence south 85 l1Cl_lfees '4 minutes i sCCond. Cast
loot 1o a point: tilNllce son[h 80 al + rCcS 47 11,1n111C5 } SCCi)nds cast Q'. 73 f CL [U 11x11nC
tllCII e SuuLh bO de,recs 40 minutes 42 seconds east 95.08 feet to it ncNN p.k. nail. ;hence south 51
de`1r"CS 17 minutes 4 seconds east 213.26 1m to a new p.k. nail: thence south 49 decrees 0
n71I11115 sZC017d5 Ci1St -71.84 foci t a point, thence south ) degrees 22 n111lUtcS 19 SCConds Cas:
i (14.09 feet to a new pA. nail; thence leaving said centerline of Morse Drive north 67 decrees 45
minutes 45 seconds east 30.00 feet to all existing iron pipe on the eastern right-of- ay of Morse
Drive. said iron pipe also being the TRUE POINT OF BEGINNING; thence frorn the above
described point ofbegilining, leaving the right-of-way of Morse Drive and with the; southeastern line
of the John .1. Chambers property recorded in Deed Book 877; Page 675 of the Onstow County
l:e?istty. north 67 degrees 45 minutes 45 seconds cast 327,06 feet to an existing iron stake; thence
with the eastern line of the Chambers property, north 04 degrees O 1 minutes 45 seconds west 29.93
feet to an existing iron stake; thence leaving the Chambers line; north 49 degrees 4? Ininutes 49
seconds east 150.25 feet to an existing iron pipe; thence north 79 degrees 27 minutes 25, seconds
east 164.93 feet to an existing iron pipe; thence with tine southern line of the Alan ftilark Wright
property recorded in Deed Book 1316, Page 386, south 86 degrees 45 minutes 45 seconds east
378.53 feet to an existing iron pipe; thence leaving said Wright line, and with the southern line of
the James D. Flicklen property recorded in Deed Book 774, Page 723 south 85 degrees 10 minutes
34 seconds east 29.35 feet to a new nail set at the base of a bent iron pipe; thence continuing with
the Hicklen line, south 85 degrees 46 minutes 00 seconds east 236-48 feet to an existing ilon pipe;
thence north 89 degrees 29 minutes 48 seconds east 198.42 feet to an existing 2 inch iron pipe set
over an existing iron stake; thence north 66 degrees 24 minutes 32 seconds east 706.59 feet to an
existing 2 inch iron pipe, said pipe will be referred to later as point number 61; thence north 38
degrees 09 minutes 53 seconds east 126.75 beet to an existing 2 inch iron pipe in marsh, said 11-011
pipe will be referred to later as point number 55: thence continuing with the 141eklen line north 38
degrees 09 minutes 53 seconds east 30.63 feet to a point on the mean high water line 01 Parrot
Swamp; thence leaving the Hicklen line. and with the 4pproxilllate mean high water line (the actual
mean high water line being the actual property line) south 76 degrees 36 minutes 18 seconds east
9.53 feet to it point; thence south 56 degrees 17 minutes 25 seconds east 94.27 feet to a point: thence
south 30 degrees 10 nninutes 36 seconds east 98.75 feet to a point; thence south 03 decrees 04
minutes 27 seconds east 95.00 feet to a point; thence south 00 degrees 46 minutes 40 seconds west
161.5' feet to a point; thence south 02 degrees 45 minutes 42 seconds east 55.62 Feet to a point,
thence south 06 degrees 13 nunutes 22 seconds west 28.75 feet to a point; thence south 48 degrees
54 minutes 31 seconds east 23.57 feet to a point; thence south 40 decrees 22 minutes 11 seconds
west 45.16 feet to a point; thence south 31 degrees 41 minutes 08 seconds west 74.05 feet to a point;
thence south 24 degrees 22 minutes 20 seconds west 89.33 feet to a point; thence south I 1 degrees
00 minutes 38 seconds west 80.09 feet to a point; thence south 09 degrecs 42 minutes 00 seconds
west 44.64 feet to a point; thence south 47 degrees 53 minutes 06 seconds west 277.53 feet to a
point; thence south 28 degrees 20 Illillutes 29 seconds west 93.18 feet to a point. thence Sout1+ (l8
dC,'leCti ? ITililtt[C1 2 sccOnd?'WC_SL 711.06 feet to apoint; thence south 14 dc(rccs i') fnii OICS W)
Book 2879, Paqe 400, File Number
(Page 5 of 6)

cVnd lcez, ] 15.'9 te,:t to a point: thence south 61 ale" lees ;7 nlJtlntcS `-l seconds hest 8.u2 1"
to a point: thence south 5 deLrces 02 in Mutes 49 seconds ?\est S1.7f? feet to o point; thence south
i? dlaLrees IS n mutes ? I seconds kteSt 8'.79 feet to a point: th"11CC sOllt?l ? l d?`Z:7. 5 . - PlititliCs
seconds west 48.53 feet to a point: thence south 08 de('reeS 07 I11111uteS 20 seconds west 9?;J2 feet
to an old fence post on the mean higli tfaicr hric; thence leaving said mean high %vater line, with ?i,
line of old fence posts and with the northern line of the Dolly L. Blackwell property recorded in
Deed Book 176, Page 134, north 80 degrees-43 minutes 05 seconds vest 276.4; feet to an old fence
pest -with four chops, where branch ends at the marsh; thence with the approximate centerline of said
branch (the actual nm of said branch being the actual property linen, north 76 degrees 45 minutes 10
seconds, west 122.97 feet to a new. iron stake; thence north 43 degrees 4 minutes 20 seconds xv,-st
102.79 feet to a new iron stake,. thence north 54 degrees 08 minutes N seconds west 125.87 feet to
a new iron stake; thence north 27 degrees 28 minutes 46 seconds west 151.48 feet to an existin?e,
concrete monument; thence leaving said branch and continuing with the Blackwell line, south 84
degrees 29 minutes 26 seconds west 749.54 feet to an existing drive shaft; thence leavlljg the
Blackwell line and with the eastern lines of the Blankenship, Tierce, Hall and Perry properties
recorded in Deed Book 763. Page 848, Deed Book 1631, Page 833, Deed Book 1460, Page 41 and
Deed Book 1022, Page 850, north 04 degrees 06 minutes 19 seconds west 578.66 feet to an exisiing
iron pipe; thence with the Perry northwestern line, south 67 degrees 29 minutes I 1 seconds west
309.76 feet to alt existing iron pipe on the eastern right-of-way tine of Morse Drive; thence with said
right-of-way lithe, north 19 degrees 49 minutes 18 seconds west 60.00 feet to the point and place of
beginning.
Excluded from this boundary is a 0.89 acre parcel of land owned by William F. Maready & Others,
recorded in Deed Book 312, Page 75 of the Onslow County Registry and its location is as follows;
commencing at above described 2 inch iron pipe in marsh, previously designated as Point 55 in this
description; thence south 12 degrees 59 minutes 42 seconds east 164.19 feet to an existing iron stake
near the edge of marsh, said iron stake also being the TRUE POINT OF BEGMING; thence from
the above described point of beginning, south 06 degrees 42 minutes 01 secondseast 222.00 feet
to a new iron stake; thence south 83 degrees 17 minutes 59 seconds west 175.00 feet to a new iron
stake; thence north 06 degrees 42 minutes 01 seconds west 222.00 feet to anew iron stake, said iron
stance being located south 35 degrees 57 minutes 03 seconds west 99.75 feet from point number 61
as referenced previously in the description; thence north 83 degrees 17 minutes 59 seconds east
175.00 feet to the, point and place of beginning.
Containing 37.91 acres and being all of the first tract and a portion of the second tract of that
property recorded in Deed Book 298, Page 517 and all of that property- recorded in Deed Book 489,
Pace 868 of the Onslow County Registry. According to a survey by Quadrant Surveying Inc.,P.A.,
completed on Apr71 4, 2007.
A.lt courses are confect in their angular relationship to North, per Map Book 34, Page 233 of the
Onslow County Registry.
C r
Dominick S- Butch, P. L. S., L-2713 St~At_
L-271,3
Book 2379, Pace 400, File Number
(Page 6 of 6)
C : ;ul?hcr,? l o,.\
CL?irunencin :it a nev- p.k. nail at the point ol' intersection of the ce,ttcrlire of Wiihurne`Dri?e
(? CSR 1621 ) turd \Mursc Drive (NCSR 10231: thence Stith the centerline ('t Morse Dri?c North S",
degrees 46 niintites 06 secor:ds east 121.61 feet to a neNt p.l;. nail: thence south 87 de,,rees 0 t
nlin;tes 02 Seconds east 141.25 feet to a point: thence south 85 degrees 24 minutes 12 seconds cast
2 6 tect to a point: o"'ili 80 degrees 47 minutes 48 seconds eajt 92.7_ feet to a point:
thcace south 60 de`rrees 40 minutes 42 seconds cast 95.08 feet to a ne,,v p.k. nail. thhence- south 51
de-,Tees 12 minutes 42 seconds east 213.26 feet to a new- p.k. nail; thence south 49 degrees ?0
minutes 29 seconds east 71.84 feet t a point: thence south 25 degrees 22 minutes 19 seconds east
104.09 feet to a new p.k. nail; thence leaping said centerline of horse Drive north C17 degrees 45
minutes 45 seconds east 30.00 feet to an existing iron pipe on the eastern right-of-way of Morse
Dr:vc; thence leaving the right-of-way of Morse Drive and with the southeastern line of the John
J. Chambers property recorded in Deed Book 877, Page 675 of the Onslow• County Registry, north
67 degrees 45 minutes 45 seconds east 327.06 feet to an existing iron stake; thence w°ith the eastern
line of the Chambers property; north 04 degrees 01 minutes 45 seconds west 29.9; feet to an
existing iron stake, said iron stake being the TRUE POINT Or BEGINNfNG; thence from the above
described point of beginning north 05 degrees 36 minutes 26 seconds west 120.94 feet to a new iron
stake in a pine stump; thence north 88 degrees 38 minutes 58 seconds east 288.80 feet to an existing
iron pipe; thence south 79 degrees 27 minutes 25 seconds west 164.93 feet to an existing iron pipe;
thence south 49 degrees 47 minutes 49 seconds west 150.25 feet to the point and place of beginning,:
Containing 0.26 acres and being a portion of the second tract of that property recorded in Deed
Book 298, Page 517 of the Onslow CounN' Registry. According to a survey by Quadrant Surveying
IncJI.A., completed on April 4; 2007.
All courses are correct its their angular relationship to 'forth, per Map Book 34, Page 213 of the
Onslow County Registry.
CSzL. , . S 4I/o7
Dominick S. Butch, P. I.. S., L-2713
%,ot A CAtQ?a
O L-2773
J, 1
Book 2879, Page 400, File Number
RECEIVED
o p APR 1 4 2011
r DCM-MHDCITY
0
x1
?
` i op
1 %0
+ s9 OA
-_ o
?--? j a'
?0ss -0.&4'A
. j ?0
} k't.11 }-?. _ - # -1.20 x
-1.60 x
Ar tit -1.23 %2
>K -1.20 ci
?? $ x'-1.76 x'1.14 N
Normal Low Water 7/ line Eley, 0.11
.G T,1? f I
tit,-2.01
-2.76 ?.? 2.41 h;
{ 81 Ar
x- x_2.44 x_241 x-2.71
.,,!'
-2 M ? tit -2.3g x -2.45 c?
b
ir- \ 10 401
1.70 \ f
x
1 -2.00 `0
` -0-a4 1.71 l tii `? x 10"
x-1.o41
J? ...nom
obeervation Platform #1
With Floating Section
For Paddle Launch
50 14MM4 ---?
Stormwater
Buffer
01
/ --- - -- -- -
OA0
51? attend Wood
0acking
Observation Platform #2 Blow-Up
Scale: 0-201
Rev. 04144111 JJS - Added spot elevations
Parker & Associates, Inc. GARLAND SHORES TOWNHOUSES
?tr?a Consult3a; 11?nSineers
Land Surveyors - Land Planners A Planned Residential Development
eoej Naw a?°x? a Swonsborro Twp., Onslow t o., North Carolina
PLaas 910} 4W-"IL4 - 1`111Z 910 ""-3"1 Job No.: 5061221-4273
Firm Uawu a Number IP-aloe [Disk Nome: Acad #2008 Filenome: GARLAND_GEN.Dwg

DM(3'N3J-CINV'lS`d9 -w-LDust!J 900r* Pl)3V :su,cN MGICI 9079-1 : nq®x •wumott =mW
f~4Lb-lz:v9o5 ;,ON 9of 1"9-sue (018) Zvi - tT"-90i (014) swu , r.
outto x>7 y oN "off motsuo "dm1 a a..ac;suomg
0?9? W mw on
}umudo aAa -ez?ua tsa a WA0-l"m _WA we 'Wd
I Q I P. 2I P uumld V B=W=ld PUn ¦MZSAmg pUn
SaSfIOH Mos sa2IOHS QNVrIHV9 " ' '°l "an v=oa
•oui 's;nBZooetap ar J03 (and
suoilmolo jods psppv - srr tvirviso -AaN
ipZ°'at :att»S
n-niolq Z# uuojplcl uon-eAjasgo

O~ ?3
tt'0 '+??13 ?
J" mo-I lou LWN 0
xo' o0
a ?
0/.0- x
0
10,
63°
My o-y;
? 01{
.o
?o
r
r
r
r
r
t
r
r
r
r
r
r
r
r
r
r
r
r
r
i
r
r
?r
r
i
?i
r
r
n- x !r, ._ , - U
4ol
di°
/I