SW7080719_HISTORICAL FILE_20081114

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑. COMPLIANCE. EVALUATION INSPECTION
DOC DATE
YYYYMM D

RESPONSE TO COMMENTS
November 12, 2008
Samir Dumpor, PE
State of North Carolina
Department of Environmental and Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Subject: 12-3403AA — US Highway 17 Stormwater Pond
Plan Revision
Stormwater Permit No. SW7080719
Dear Mr. Dumpor:
F Comprehensive
C E S1 Engineering
. Services, Inc.
"LCndfans'/firaag! Qaatity amllaammtion"
NOV 14 Z008
Attached for your review are two copies of a proposed revision to the aforementioned project.
Due to a misinterpretation of survey data, the location Of' file scour hole as previously designed
and permitted has been relocated to the north. In addition, the pipe system from the control
structure to the scour hole has been upsired to 30" to account for losses in the system and the 48"
pipe between the two ponds has been lowered and stone berms have been added as requested by
NCDOT. It should be noted that these changes do not affect the projects area or the proposed
pond volumes.
please review the attached and let me know if you need any additional materials to approve this
revision.
If you have any questions or need any additional information, please do not hesitate to call me at
407-423-1600, Ext. 213.
C: Steve Chun, 13.1-L
Sincerely yours,
Comprehensive Engineering Services, Inc.
V �
Eric Arp
Senior Engineer
Page 1 of 1
201 S. Orange Ave., Suite 1300 • Orlando, Florida 32801 e Tele: [phone] • Fax [phone]
I'.AI t,A07004noA. r.i u..I,Hdu\N(:_,,AIII 111N SC )AQ' H11 uun,pncn„c

July 31, 2008
Harborside 1 artners, LLC
Attn.: Ru II L. Mills
2404 . Rio Grande Ave.
Orl do, FL 32804
Subject:
Dear Mr. Mills
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colcen 11. Sullins, Director
Division of Water Quality
Stormwater Review SW7080719
R-3403AA-Pond
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on
July 25, 2008. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information is needed:
1. Sheets 6-38 are not signed and sealed. Please revise.
2. On sheet 7 of the plans, add pond overall dimensions (for both sections of the pond) and
add the inverts for inlet pipe, connecting pipe and the outlet pipe.
3. Provide the Drainage Easement for connecting pipe if needed (if pipe is crossing over the
adjoiners property).
4. If the wetlands delineation is done, please provide the wetlands line at the. point where the
pond is discharging.
5. Provide the supplement and the Operation and Maintenance agreement fix level spreader
(you can find the at http://h2o.enr.state.nc.us/su/bmp_forms.htm).
6. Provide 2 sets of signed and sealed plan sheets and documents.
The above requested information must be received in this office prior to August 7, 2008 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to me at the Letterhead address and
include the application number on the request. The request must include justification for the amount of
additional time needed. The request will only be granted for justifiable delays that are unforeseen and
beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $25,000 pear day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
North Carolina Division of Water Quality Internet www.ncwateroualitv.ora One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
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cc: Washington Regional Office
Eric Arp, PE, Comprehensive Engineering Services, Inc. (201 S. Orange Ave., Suite 1300,
Orlando, FL 32801)

�OF W ATFq� Michael 1'. Easley, Governor
�0 G William G. Ross Jr., Secretary
h r North Carolina Department of Environment and Natural Resources
1 �
Coleen It. Sullins, Director
Division of Water Quality
November 18, 2008
Mr. Russel Mills, Sr.
Harbor i e 17 Partners, LLC
2404A. Rio Grande Ave.
Orlando, FL 32804
Subject: Approved Plan Revision
R-3403AA — US HWY 17 Stormwatelr Pond
Stormwater Project No. SW7080719
Craven County
Dear Mr. Mills:
On November 14, 2008, the Washington Regional Office received a plan revision for
Stormwater Management Permit Number SW7080719. The revisions include: the relocation
of scour hole, upsizing of the pond outlet pipe to 30" and lowering of 48" connecting pipe
between the forebay and the main pond. It has been determined that a formal permit
modification is not required for the proposed changes. We are forwarding you an approved
copy of the revised plans for your files. Please replace the old approved plan sheet(s) with
the new one(s) {OR Please add the attached plans to the previously approved Plan sheet.}
Please be aware that all terms and conditions of the permit issued on August 13, 2008
remain in full force and effect. Please also understand that the approval of this revision to the
approved plans for the subject State Stormwater Permit is done on a case -by -case basis.
Any other changes to this project must be submitted to and approved through the Division of
Water Quality prior to construction. The issuance of this plan revision does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances
which may have jurisdiction over the proposed activity, and obtaining a permit or approval
prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at
[phone].
Sincerely,
�f I
Samir Dumpor
Environmental Engineer II
AH\xx: S:\WQS\STORMWATER\PERMIT\SW7080719
cc: Eric Arp, PE, Comprehensive Engineering Services, Inc.
Craven County Building Inspections
(/Washington Regional Office
Central Files
e
XhCarolina
tura!/y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] I7AX [phone]
Internet: W W W.nCWatCrqualitv.org 943 Washington Square Mail, Washington, NC 27989
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1-IM-623-6748

North Carolina Secretary of State
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitem Id=8002149
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 i919}807-2000
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Corporation Names
Name Name Type
NC Harborside Legal
17 Partners,
LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name
Registered
Office
Address:
Registered
Mailing
Address:
Principal
Office
Address:
Principal
Mailing
Address:
0854475
Current -Active
6/29/2006
Foreign
FL
Perpetual
CorpDirect Agents, Inc
176 Mine Lake Court,
Ste. 100
Raleigh NC 27615
176 Mine Lake Court,
Ste. 100
Raleigh NC 27615
200 S. Orange Avenue,
Ste. 2025
Orlando FL 32801
200 S. Orange Avenue,
Ste, 2025
Orlando FL 32801
I of 1 7/29/2008 10:09 AM

OF
RESPONSE TO COMMENTS
August 6, 2008
Samir Dumper, PE
State of North Carolina
Department of Environmental and Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Subject: R-3403AA-POND
Response to Request for Additional Information
Stormwater Review SW7080719
Dear Mr. Dumpor:
CF Comprehensive
CI Engineering
. Services, Inc.
'Erm((emn `Birougr, Galley and Dumvm ion"
EXPRESS
AUG 0 8 2008
NC CIENR
Comprehensive Engineering Services, Inc. (CES) is pleased to have this opportunity to address
your review comments dated July 31, 2008. The following revised information is included in
this resubmittal:
• 2 copies of revised plans
Below are your comments followed by our responses in bold.
Comment: Sheets 6-38 are not signed and sealed. Please revise.
Response: Sheets 6-38 have been signed and sealed'on the revised plans..
Comment: On sheet 7 of the plans, add pond overall dimensions (for both sections of the
pond) and add the inverts for the inlet pipe, connecting pipe and the outlet pipe.
Response: Pond dimensions have been added to sheet 7. Pipe inverts have been
added to sheet 3.
Comment: Provide the Drainage Easement for connecting pipe if needed (if pipe is crossing
over the adjoiners property).
Response: The connecting pipe is located on Harborside 17 property.
Comment: If the wetland delineation is done, please provide the wetlands line at the point
where the pond is discharging.
Response: The wetland has been delineated by Avolis Engineering and approved by
USACOE, but it has not been surveyed. The approximate wetland line has
Page 1 of 2
201 S. Orange Ave., Suite 1300 • Orlando, Florida 32801 • Tele: [phone] • Fax [phone]
DPP:\oe.o6.na>'CUWt � Ru,,.— . Commcnu d-

been added to Sheet 3 of the construction plans in the area of the pond for
reference
Comment: Provide the supplement and the Operation and Maintenance agreement for level
spreader.
Response: As discussed, this BMP is in reality a scour hole and has beein relabeled as
such on sheet 3. The O&M agreement for this scour hole will be faxed to
your office on August 11th and a hard copy will be delivered to your office
shortly thereafter.
Comment: Provide 2 sets of signed and sealed plan sheets and documents.
Response: Two signed and sealed sets of plans are included with this resubmitttal.
If you have any questions or need any additional information, please do not hesitate to call me at
407-423-1600, Ext. 213.
C: Steve Chun, P.E.
Sincerely yours,
Comprehensive Engineering Services, Inc.
U Ol
I Eric Arp
Senior Engineer
ryr 242

:j '
(R-30 3Ak- {o�i D 13G-�J>GE7�N
STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
Objective
A. V' Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. ✓ Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
If. What makes up a complete wet detention pond application package?
A. /Two sets of sealed, signed & dated layout & grading plans with appropriate details.
B. %(Additional sets of plans may be requested for projects in certain counties)
Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
N,kmaintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
1 D. V/Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F.N Chlorides test results must be provided if the project is within ''/z mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shelis\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1. V 'An original signature is required. Photocopied signatures cannot be accepted.
2. VA completed wet detention pond supplement and a signed, dated and notarized wet
detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the! calculations and
shown on the plan details.
4. Built -upon areas are reported in square feet in Section 111.6.
5.✓Receiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within Y: mile of and draining
o SA waters. For Phase 11, a wet pond is allowed within '/2 mile of SA waters.
6.✓tSection 111.6 is filled in -cannot be left blank. One column must be filled in for each
/proposed wet pond.
If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the,corporation,'a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed 'LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
80/A-For subdivided projects, a signed and notarized deed restriction statement must be
provided.
1

Wet Detention Pond, cont.
B. CALCULATIONS
1. I/ The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2 .�//kFor Phase II projects that are within '/z mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3.ljhFor Phase II projects, the discharge rate leaving the pond can be no more than the
4. r�/ For Phase pl projent cts draining to SAwater, nodischarge harge rate for the 1 r24 hour tto surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
5. ✓reaching surface waters.
The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
✓ deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
/pond. If the 90% TSS chart is used, no filter is required.
7. V Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. Required surface area at permanent pool.
9. ✓Provided surface area at permanent pool (Based on pond dimensions)
10. ✓Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase II and within Yz mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
wand post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
rify
umes
12.'/pond and for Forebay designed to hold e20% olf he permanent pool volume. (Range of 18%-22%
OK.)
13!v Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
? 14. The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15 ✓Rounding numbers off during the calculation process can result in deficiencies. Do not
' /round the numbers until you get to the final result.
16.�"An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
11
f an4 = 0,125 ctr t

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few heets as possible, without cluttering them up.
1Development/Project Name
2. ✓Engineer name and firm.
3. ✓Legend
4. t North Arrow
5. v/Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. V Scale- standard engineering scale, no off-the-wall stuff.
7. ✓'/Date
8. y Revision number and date, if applicable.
9. ✓Original contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10.1•' Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11 ✓Property/Project boundary lines, bearing & distances.
12A/can High Water Line or Normal High Water Line, if applicable.
13.VThe permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
z prevent dewatering the wetland.
14. Drainage easement widths, pipe sizes and swale inverts are provided.
15.✓Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
oythe unsigned delineation map submitted to the Corps. Wet ponds may not be located
fi wetlands unless a permit to fill those wetlands has been obtained.
16.y Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
17.�AApartment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
18.i/The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
19.,/,A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
204/ he 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21 VAn outlet structure detail showing a trash rack with :56" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22. Dimensions for each line and arc formed by the permanent pool contour.
230/AWhere the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
hown on the plans & detailed (elevations, inverts, slopes, and flow spreader
MM.. echanism). Please note that the filter strip is not a ditch.
24: A forebay is provided for each inlet and located so as to prevent short-circuiting.
25.t/The pond must have a minimum 1.5:1 length to width ratio and a minimum 311 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.
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NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Include this form
with the application package because it helps us to distinguish, which projects are going through the express review
and not the routine review:
EXPRESS
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(C ncmad.net
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.Urogan a(d)ncmail.net JUL 2 6 2008
• Washington Region -Lyn Hardison 252-946-9215 or Ivn.hardison(ancmail.net ���p
• Wilmington Region -Cameron Weaver or Janet Russell 910-350-2004 or cameron.weaver(a).ncmail.net orLrW sJi1[tllAarpdil.net
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name Russell L. Mills
Company Harborside 17 Partners, LLC. Address 2404 N. Rio Grande Ave. City/State Orlando, FL Zip 32804
Phone [phone] Fax[phone] Email millsaMusainvest.com
PROJECT SYSTEM(S) TRIBUTARY TO Neuse River SURFACE WATER CLASSIFICATION Sc, Sw, NSW
PROJECT Name R-3403AA-POND County Craven
PROJECT LOCATION (ADDRESS) US 17 (a) W. Hickory St.
ENGINEER/CONSULTANT Eric Arp
Company Comprehensive Engineering Services, Inc.
Address 201 S. Orange Ave., Suite 1300 City/State Orlando, FL Zip 32801
Phone [phone]x213 Fax [phone] Email earp(acescivil.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWA TER
❑ COASTAL
MANAGEME
❑Low Density ❑ High Density -Detention Pond
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration
Excavation & Fill ❑ Bridges & Culverts
Upland Development n Marina Developme
❑ High Density -Other
❑ Off Site
❑ Structures Information
❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 3.46 acres to be disturbed.(CM; # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ WETLANDS (401): Check all that apply / Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No / Buffer Impacts: ❑ No ❑ YES: --acre(s) '
Wetlands Delineation has been completed: ❑ Yes ❑ No / Minor Variance: ❑ No ❑ YES
/ Major General Variance ❑ No ❑ 'YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No / 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/ US ACOE: ❑ Yes ❑ No / Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
DENR use only
Fee Split for multiple permits: (Check # f�o-1 no e, )
Total Fee Amount S '�Ice)O
SUBMITTAL DATES
Fee
I
SUBMITTAL DATES
Fee
CAMA
I Variance ❑ Ma'; ❑ Min
SW D; ❑ LD
401:
LQS
3
1 Stream Deter,_
('A

Soil & Environmental Consultants, 13A
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
eFp 17 2007 September 10, 2007
S&EC Project #: 10843.S I
Harborside 17 Partners, LLC
Attn: Sue Nelson
2404 North Rio Grande Avenue
Orlando, FL 32801
Re: Detailed Soils Evaluation at proposed Harborside Development located adjacent to
Hwy 17 in Bridgeton, Craven County, NC.
Dear Mrs. Nelson:
Soil& Environmental Consultants, PA (S&EC) performed a detailed soils evaluation at
theq site mentioned above. A map was provided by Mayo Surveying showing three
JUL 2 51� anions that were staked in the field where soil borings should be performed by S&EC.
At the indicated locations the following were performed: a profile description to seven
feet;(or as deep as possible with hand augers), observed water table measurement,
estimation of permeability, hydraulic conductivity, and seasonal high water table based
on soil color. The purpose of this evaluation was to provide you with additional
information for designing a storm water wet detention pond. The following is a brief
report of the methods utilized in this evaluation and the results obtained.
Soil/Site Evaluation & Results
A site evaluation was performed by Walter Cole and Sarah Menser (Licensed Soil
Scientist and SSIT) to acquire the information you needed. The evaluation was
performed by making hand auger borings to a depth of 7 feet at five locations which were
located with a GPS receiver and are shown on the attached map and identifying and
recording the soil morphological conditions at those five locations in order to develop
soil profile descriptions, which are also included with this report and shown on the
attached map.
Soil borings revealed a mucky organic surface horizons and coarse to fine loamy sand
and sand subsurface horizons with some cementation. The auger borings at locations 2 &
3 contained a 6-8 inch think "spodic" subsurface soil horizon containing brittle cemented
sand created from accumulated illuvial, amorphous organic matter — sesquioxide complex
that coats the soil particles and fills in the soil pores. These soil horizons formed from the
chemical interactions between the sesquioxides; hummic, fulvic, and tannic acids from
the overlying organic material and the sandy soil parent material, and this condition
results in a "perched" water table, which in turn slows the decay of organic matter in a
cycle.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

We were able to directly measure the observed water table at the three locations during
the time of our evaluation and also base the soil wetness on low chroma colors in the
Munsell Soil Color Chart. The observed water table ranged from 34" @ 1 hour to 52" @
20 minutes. The seasonal high water table based on soil color is less than 12" from
natural ground level for all three borings. Please keep in mind that this site is located on
an active blueberry farm with various integrated ditches for drainage, so the only accurate
way of measuring the water table would be to perform ground water monitoring; via wells
and ground water modeling for data analysis, however with the amount of organic matter
in the soil, the spodic horizon in the soil, and the color of the soil, one could reasonably
assume that the seasonal high wetness condition is at or near the natural ground surface.
Soil borings 1-3 all had organic mucky surface horizons that would have an estimated
permeability in the range of 0.6 — 2.0 inches per hour and an estimated hydraulic
conductivity ranging from 0.14-1.4 inches per hour. The 6-8 inch thick spodic horizon in
borings 2 and 3 containing cemented sand would have an estimated permeability in the
range of 2-6 inches per hour and an estimated hydraulic conductivity ranging from 1.4-14
inches per hour. The underlying loamy sand and sand subsurface horizons at soil borings
2 and 3 would have an estimated permeability in the range of 6-20 inches per hour and an
estimated hydraulic conductivity >14" per hour. All of these estimates obtained from one
or more of the following: Craven County Soil Survey Table 15 "Physical & Chemical
Properties of the Soil - Permeability"; Dorovan & Murville Soil Series and/or 1JSDA-
NRCS (United States Department of Agriculture - Natural Resource Conservation
Service) official series description, and/or "NRCS Field Book for Describing & Sampling
Soils".
The permeability estimates are based on the soil texture. No actual site specific; testing of
hydraulic conductivity was performed.
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we
look forward to assisting in the successful completion of the project. Please feel free to
call with any questions or comments.
Since
7
Walter Cole Sarah Menser
NC Licensed Soil Scientist 91267 NCSSIT

Harborside Development - Hwy 17 Project
Project #: 10843.Sl
Profile # 1
USDA
Color
Mottle
Texture
Structure
Moist
Notes
USDA
Permeability
estimated
K-sat in/hr
Horizon
Depth
Description
Consistency
Y
in/hr
in/hr
Matrix
Mottle
Oi
0-8
7.5 YR 3/1
Muck
SLS MA
V FR
< 17 %
RUBBED
0.6-2.0
0.14-1.4
Oat
8-36
7.5 YR 2.5/1
Muck
SLS MA
V FR
<17%RUBBED
0.6-2.0
0.14-1.4
Oa2
36-84+
7.5 YR 2.5/2
Muck
SLS MA
V FR
<l7%RUBBED
0.6-2.0
0.14-1.4
observed Water Table: 36" @ 20 Min.
34" @ 1 Hr.
SHWT based on soil color: <12"
Soil Series: Dorovan

Harborside Development - Hwy 17 Project
Project #: 10843.S1
Profile # 2
USDA
USDA
Color
Mottle
Texture
Structure
Moist
Notes
Permeability
estimated K
Horizon
Depth
on
Description
Consistency
in/hr
sat in/hr
Matrix
Mottle
Oi
0-12
7.5 YR 3/1
Muck
SLS MA
V FR
<17%
RUBBED
0.6-2.0
0.14-1.4
Oa
12-30
7.5 YR 2.5/1
Muck
SLS MA
V FR
<17%
RUBBED
0.6-2.0
0.14-i.4
A
30-40
10 YR 2/1
S
SLS MA
V FR
MUCKY
MINERAL
6-20"
>14"
AE
40-46
10 YR 212
LS
WK GR
V FR
6-20"
>14"
E
46-60
10 YR 3/4
LS
WK GR
V FR
6-20"
>14"
Bh
60-66
10 YR 3l6
LS
SLS MA
FR
CEMENTED
SAND
2-6"
1.4-14
C
66-84+
10 YR 416
LS
SLS MA
V FR
6-20"
>14"
10 YR 5/6
Observed Water Table:
SHWT based on
Similar Soil Series:
48" @ 20 Min.
48" @ 40 Min.
soil color: <12"
Lynnhaven, Murville

Harborside Development - Hwy 17 Project
Project #: 10843.S1
Profile # 3
Horizon
Depth
Color
Mottle
Description
Texture
Structure
Moist
Consistency
Notes
USDA
Permeability
in/hr
USDA
estimated K
sat inlhr
Matrix
Mottle
Oa
0-24
7.5 YR 3/1
Muck
SLS MA
V FR
<17%
RUBBED
0.6-2.0
0.14-1.4
A
24-36
10 YR 2/1
S
WK GR
V FR
MUCKY
MINERAL
6-20"'
>14"
Bh
36-56
7.5 YR 2.5/1
S
SLS MA
V FR
CEMENTED
SAND
2-6"
1.4-14
Bh/C
56-64
7.5 YR 2.5/3
S
SLS MA
V FR
2-6"
1.4-14
C1
64-70
2.5 Y 4/4
S
SLS MA
V FR
6-20"
>14"
C2
70-84+
5 Y 5/4
S
SLS MA
FR
6-20"
>14"
Observed Water Table: 52" @ 20 Min.
SHWT based on soil color: <12"
Similar Soil Series: Lynnhaven, Murville

ui!�
LINIUTED LIABILITYCOMPANY
ANNUAL REPORT
NAME' OF LIMITED LIABBJTY COMPANY: llorborside 17 Parmers, LLC
SECRETARY OF STATE R.L.L. P. rD NUM1IFR: 0854773
SOS I D: 0854475
Date Filed: 1/9/20075:10:00 PM
Elaine F. Marshall
North Carolina Secretary of Stale
C200700800720
STATE OF INCORPORATION: FL
NAI URE Ol' BUSINESS: use genera! purpose clause OR m0• and d1 business not prohibited by NCGS
REGISTERED AGENT: Cort Direct Agentr, Inc.
REGISTERED OFFICE MAILING ADDRESS: 176:Llint Lokt Cmvq .Suite N10
Ruleigh. ,VC 27615
REGISTERED OFFICE STREET ADDRESS: 176 Aline Lake Court, Suite 100
Ralrigh, SC 176!l111I5 WakeL{Counnn�•
S IGNATJRE OF THE NEW REGITMRF,D AGENT': (UTA(U�fi&i Cristal Harris — Asst. SeC.
SIOHAII IRE CONSTITUTES CONSENT TO THE APPOR.I'MENT
PRINC [PAL OFFICE TELEPHONE NUMBER: 407-245.8352
PRINCIPAL OFFICE MAILING ADDRESS: 200 S Orange Anuve. Suite 2025
Orlando. hL 32801
PRINCIPAL OFFICE STREET ADDRESS: 200 S Orarge Avemq Suite 2025
Orlando. FL 3280/
MANAGERS/MEMBERSIORGANIZERS:
None: Jupiter USi. bre.
Title: AImrager
Address:
200 S. Oresnge Avenue. Suite 2023
Orlando, FL 32801
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
tup,W USA. Inc.
R)RM MUST BE SIGNED BY A AiANAGER/MFAfaF.R
2007(H05
DATE
Jupiter USA, Inc. Mmwger!
TYPE OR PRINT NAME TYPE OR iRINT TRLE
ANNUAL REPORT FEE: E-Paid MAII. TO: Saaeury of Slae • Carporatiau Division • Pw Offica Boa 29323 • Raklph NC 27625-0523
I�

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name US 17 (R-3403A)
2. Location of land -disturbing activity: County Craven City or Township Bridgeton
Highway/Street US 17 from Mill St. to N&S RR Latitude 3507'21"N Longitude 77"1'11"W
3. Approximate date land -disturbing activity will commence: September 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): roadway
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 13.87 ac.
6. Amount of fee enclosed: $2,910.00. The Express Permitting application fee is a dual charge. The
normal fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express Permitting
supplement is $250.00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE: Both fees are rounded up to the next
whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Russell L. Mills
Telephone [phone]
E-mail Address millsCaiusainvest.com
Cell# Fa<# 407-426-2339
9. Landowner(s) of Record (attach accompanied page to list additional owners): pond site
Harborside 17 Partners, LLC by: Jupiter
USA Inc. it's manager
Name
2404 N. Rio Grande Ave
Current Mailing Address
321-281-8004
Telephone
Current Street Address
Orlando FL 32804 _
City State Zip City
407-426-2239
Fax Number
Landowner(s) of Record (attach accompanied page to list additional owners): roadway
North Carolina Dept. of Transportation
Name
1 S. Wilmington St
Current Mailing Address
Raleigh NC 27611
City State Zip
Telephone Fax Number
Current Street Address
State
10. Deed Book No. G Page No. 66 Provide a copy of the most current deed.
Zip
Zip

Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Harborside 17 Partners, LLC by Jupiter
USA Inc., it's manager
Name
2404 N. Rio Grande Ave.
Current Mailing Address
Orlando FL 32804
City State Zip
Telephone [phone]
mi Ils(a)i usainverst.com
E-mail Address
Current Street Address
State
Fax Number 407-426-2239
Zip
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Thomas Wvnn
Name
3416 Belmont Blvd
Current Mailing Address
New Bern NC 28562
City State Zip
Telephone [phone]
twynnocconnect.net
E-mail Address
Current Street Address
City
Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
Address
Current Street Address
City State Zip
Fax
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Comprehensive Engineering Services Inc earp(acescivil.com
Engineering Firm or other consultant E-mail Address
Eric Arp 407-423-1600 x213 407-423-9614
Individual contact person (type or print) Telephone Fax Number

The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the jnformation provided herein.
zmilis Sr. Vice President
print name Title or Authority
re Date
1, 5 S*r3 T Ne Sot j a Notary Public of the County of (ylrct�
State of Ft hereby certify that 4&s S 01 als appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this _day of Q , 20 O?
Notary
Seal
My commission expires C�4 ;to
ryvpy SUSANJ.NELSON
MY COMMISSION & 401159
EXPIRES;Apn121, 2009
��.ar.,r e„weMONoteryPL�U�o�u*

Development Division
2404 N. Rio Grande Ave.
Orlando, FL 32804
November 27, 2007
VIA CERTIFIED MAIL, RETURN RECEIPT REQUIRED
Clyde E. Nelson, III
4133 Beresford Road
Charlotte, NC 28211
Phone:[phone]
Fax:[phone]
nelson@j usainvest.com
RE: Option Agreement dated April 13, 2007 made by and between Clyde E.
Nelson, et al and Harborside 17 Partners, LLC
Dear Mr. Nelson:
Pursuant to Paragraph 2 of the Option Agreement, notice is hereby given to you that
Harborside 17 Partners, LLC has elected to exercise its option to purchase the Property (as
defined on Page 2 of the Option Agreement and Paragraph 13b.) pursuant to the terms of the
Option to Purchase. This notice shall be deemed to be given effective as of December 15, 2007.
In accordance with Paragraph 4 of the Option Agreement, the closing of the purchase and sale of
the Property shall take place at the office of John W King, Jr., Esq. no earlier than January 3,
2008 or later than 60 days after the expiration of the Option Agreement (February 13, 2008).
Sincerely,
HARBORSIDE 17 ARTNERS, LLC
By: Jupiter USA, Irk .
It's Managing Member
Russell Mill- Sr. Vice President
cc: John W. King, Jr., Esq.

1tIot'i'. f ioo 1'1_i. _Fk.4..
IIIIIIIIIIIIIIIIIIIIlllllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIII
Recorded: 05/02/2007e6 �t j 1TVpe 52C 31 PM
Fee Amt: $56.00 Peg of Deeds
Cr even,B rpjohard ReQi::ter
sherd
aK2596 44
NORTH CAROLINA
OPTION AGREEMENT
CRAVEN COUNTY
THIS OPTION AGREEMENT ("Option Agreement"), dated L1/13 , 2007,
is made by and between Clyde E. Nelson, I11, and wife, Laurie B. Nelson, Larne W. Nelson,
widow, Maxine Nelson Dunbar and husband, Mark Dunbar, Donna Nelson Stocks and
husband, James Stocks, Debbie Nelson Gustafson and husband, Harold Gustafson, herein
collectively referred to as the "Seller' and "Seller -parties," and individually as a "Seller -party";
and Harborside 17 Partners, LLC, a Florida limited liability company, herein referred to as the
'Buyer'.
The terms "Seller," "Seller -parties," "Seller -party," and 'Buyer" as used herein shall
mean the parties indicated above, whether one or more, and their heirs, legal representatives and
assigns.
WITNESSETH:
That the Seller, for and in consideration of the payment of the sum of One :Hundred Fifty
Thousand and no/100 Dollars ($150,000.00) by Buyer, herein referred to as the "Option Money',
to be paid to Seller upon the execution of this Option Agreement does hereby give and grant unto
Buyer, and Buyers successors and assigns, the exclusive right and option to purchase (the
"Option") the following described real property, herein referred to as the 'Property", to wit:
Prepared by:
John W. King, Jr.
Attorney at Law
New Bern, NC 28560

Imaqe I0: 000001255765 7vpe: 0RP
Pape 2 of 15
aK2596 Pa347
All of those certain tracts of land lying in the Town of Bridgeton..
Township 2, Craven County, North Carolina, and being more:
particularly described as follows:
Tax Parcel ID 2-004-013, Address: 200 South E Street, Bridgeton
Tax Parcel ID 2-004-120, Address: E Street, Bridgeton
Tax Parcel ID 2-036-027 Address: 325 E NC Hwy 55, Bridgeton
Tax Parcel ID 2-036-135 Address: E NC Hwy 55, Bridgeton
Said property being described in one or more deeds, including the deed recorded in Book 1225 at
Page 1078.
There shall be excepted from the foregoing as property retained by the Seller the following
property, all of which shall be shown on Surveys to be completed within 90 days from the date
of this Option Agreement to the satisfaction of Buyer and Seller:
u An area of land including and extending the current boundaries of the parcels retained
by Seller -parties Stocks and Dunbar sufficient to increase the size of each such retained
parcel to three (3) acres;
o A septic easement lying to the southeast of the parcel retained by Seller -party Dunbar
consisting of her existing septic drain field which will remain in place until such time as
public or community sewer is available to the retained Dunbar parcel;
a An area of land necessary to extend the "Homesite" retained by Seller -party Larue W.
Nelson in a westerly direction to an existing ditch;
o Access easements to and from a public road for each the parcels retained by Seller -parties
Stocks, Dunbar, and Lame W. Nelson. The access easements shall be over the existing
driveways cmTently used by the Sellers of the parcels; and
o A 300' by 300' parcel will be excluded from the northwestern sections of the portions of
the Property identified as Tax Parcels 2-004-013 and 2-004-3000.
o Tax Parcel ID 2-036-119 Address: E Bridge Street, Bridgeton
u Tax Parcel ID 2-004-3000 Address: E Bridge Street, Bridgeton

Image ID: 000001255766 Type: CRP
34s' of jr,
Po
THE TERMS AND CONDITIONS OF THIS OPTION ARE AS FOLLOWS:
Term. The term of this Option shall commence upon the execution of this Option
Agreement and shall exist and continue until 5:00 o'clock P.M., E.S.T., on December 15, 2007.
2. Exercise of Option. At any time during the term of this Option Buyer may
exercise this Option by hand delivery or deposit of written notice in the United States Mail,
certified or registered, return receipt requested, to Seller at the following address:
Clyde E. Nelson. III
4133 Beresford Road
Charlotte, NC 28211
Each of the Seller -parties agrees that notice to Clyde E. Nelson III constitutes notice for the
purpose of receipt of any notice given pursuant to this Option Agreement, and any notice to
Clyde E. Nelson, III shall be deemed notice to all such Seller -parties.
3. Purchase Price. The purchase price for the Property should Buyer elect to
exercise this Option shall be the sum of Two Million and no/100 Dollars (`.;2,000,000.00)
payable in lawful money of the United States of America at closing, less any Option Money paid
to Seller pursuant to the terms of this Option Agreement.
4. Closing. Closing of the purchase and sale of the Property shall take place in New
Bern, North Carolina, at the law office of Buyer's attorney, on a date and at a time that is
mutually agreeable to the parties, but in no event earlier than January 3, 2008 or later than sixty
days after the expiration of this Option Agreement. At closing, Seller shall deliver to Buyer a
general warranty deed conveying to Buyer, or Buyer's designee, marketable fee simple title to the
Property free of any liens or encumbrances. All liens against the Property, if any, shall be paid
and canceled at closing. Ad Valorem taxes shall be pro -rated to the date of closing, taxes being
prorated on a calendar -year basis.
5. Right of Entry. So long as this option remains in effect, Buyer, and agents of
Buyer, shall have the right to enter the Property for purposes of making soil borings,
3

Image ID: 000001255767 Ty De: CRP
Pape 4 of 15
BK2596PG349
environmental site assessments, surveys of the Property, and appraisals; provided, however,
Buyer shall repair any damage to the Property caused by such entry or work related thereto and
promptly restore the Property to the condition existing immediately prior to such entry. In no
way shall Buyer or anyone working on Buyer's behalf interfere with or otherwise hinder Seller's
farming, harvesting, sales or related activities. Any material interference by Buyer of Seller's
farming, harvesting, sales or related will be a "default of Buyer". Furthermore. Buyer hereby
releases and agrees to indemnify and hold Seller harmless from and against any claims for
personal injury by Buyer or Buyer's agents arising or resulting from entry upon the Property as
herein provided. Any entry by Buyer on to the Property shall be with reasonable notice to Seller.
6. Failure to Exercise Option or Restriction on Use. In the event Buyer fails to
exercise this option as herein provided, all sums paid by Buyer to Seller, including the Option
Money, shall be retained by Seller as consideration for the grant of this option, and thereafter
neither party shall have any further rights, duties or obligations hereunder. Provided, however,
that if Buyer fails to purchase the Property due to a default of Seller then Buyer may receive a
refund of the Option Money in addition to any other remedies Buyer may have at law or in
equity. In addition, if during the term of this Option the condition of the property substantially
changes or if as determined in a Phase I Environmental report environmental hazards or
materials are discovered on the Property, then the Buyer shall have the right to terminate this
Option and receive a refund of all Option Monies paid. Said right to terminate this Option as
determined by a Phase I Environmental report finding environmental hazards or materials shall
expire 90 days from the date of this Option.
7. Assignment. Buyer's rights hereunder may not be assigned without the prior
written consent of Seller, which consent shall not be unreasonably withheld.
8. Survey. Except as otherwise provided herein, Buyer, at the expense of Buyer,
shall cause the Property to be surveyed prior to closing hereunder by a Registered Land Surveyor
licensed by the State of North Carolina ("Survey"), and the Property shall be described according
9

Image ID: 000001255755 Type: CRP
Pape 5 of 15
BK2596 Pa350
to such Survey in the conveyance hereunder. In addition, within 30 days from the date of this
Option, Buyer will engage a surveyor and make every reasonable and prudent efl.ort to have the
surveyor provide a map or plat of those portions of the property being retained by Seller, and to
provide such map or plat within a reasonable time to Seller. If within 90 days of the date of this
Option Agreement, surveys and metes and bounds descriptions of those properties and easements
excluded from the Property as properties and easements retained by the Seller to the satisfaction
of Buyer and Seller have not been completed, this Option Agreement will terminate and all
option moneys will be returned to Buyer. Upon completion of the survey of the retained parcels,
the parties agree that it shall become an Exhibit to this Option. Seller shall bear the cost not to
exceed $2,200.00 of the preparation of those portions of the Survey depicting the parcels and
access easements to be excluded from the Property as property and easements retained by the
Seller, all of which shall be shown on the aforesaid Survey. If Buyer will advance such costs (up
to $2,200.00) to Seller and the advance will be deducted from the Purchase Price at Closing; or,
if there is no Closing for any reason other than a breach of this Option Agreement by Buyer,
Seller will refund the advance to Buyer upon the termination or expiration of this Option
Agreement.
9. Binding Effect. This Option Agreement shall be binding upon, and inure to the
benefit of, the parties hereto, and their respective heirs, legal representatives, and ;lssigns.
10. Governing Law. This Option Agreement shall be governed by and construed
under the laws of the State of North Carolina.
11. Cooperation. During the term of this Option, Buyer shall have the exclusive right
to apply for and obtain upon terms acceptable to Buyer issuance of all consents, licenses, permits
and approvals necessary or appropriate for Buyer's development of, construction upon, and
intended use for the Property or any other property located in the Town of Bridgeton in the
vicinity of the Property, from all governmental and regulatory agencies claiming jurisdiction
over the Property or such other properties. Seller shall cooperate with and, upon request,
5

Image IU: 000001255760 Type; CRP
Page 6 of 15
SK2596 PG351
actively support Buyer's efforts to obtain all approvals, rezoning, comprehensive plan revisions,
annexation, platting, consents, licenses, permits, agreements, contracts, formal actions and other
assurances by all applicable governmental agencies and all other parties which may be required
for Buyer to develop, use and occupy the Property or such other properties for Buyer's intended
use. Such active support by Seller shall include, without limitation, Seller's joinder in or
execution of all applications to or filings with any applicable governmental agencies whose
consent, approval or other official action may be required in connection with Buyer's proposed
development of the Property or such other properties, as well as the execution and transmittal of
such documents and letters or other communications manifesting or otherwise expressing such
active support or approval by Seller as may reasonably be requested by Buyer. Furthermore,
Seller agrees to cooperate with Buyer in the assignment and transfer of any and all development
permits that are issued and/or applied for relating to the Property or such other properties. Such
cooperation shall not result in any expense to Seller. Buyer acknowledges and aggees that any
amendment or revisions to the existing zoning, development approvals and other governmental
and/or regulatory restrictions regarding the Property shall not be effective prior to the closing of
the purchase of the Property by Buyer pursuant to this Option without Seller's written consent,
which may be granted or withheld in Seller's sole discretion. Buyer shall provide Seller with
copies of any drawings, maps, studies, and reports relating to the Property and prepared at the
direction of Buyer during the term of this Option as and when the same are received or prepared
by Buyer.
12. Counterparts. This Option Agreement may be executed simultaneously in two or
more counterparts and by facsimile, each of which shall be deemed an original but all of which
together shall constitute one and the same instrument. This Option Agreement shall have no
force or effect until all Seller -Parties have executed same and have returned a signed copy to the
Buyer.
0

Image ID: 000001255Q7770 O Type:
CRP
BK2596 PD35Is
2
13. Additional Matters.
a. At Closing, Seller shall grant to Buyer a right of first refusal to
purchase those parcels retained by any Seller and excluded from the Property as set forth herein.
Said right of first refusal shall consist of Seller's notification to Buyer of Seller's intention to sell
any or all of those parcels retained by any Seller and excluded from the Property as set forth
herein and Buyer's right of first refusal on these properties.
b. Concurrent herewith, and as a condition hereof for the benefit of
Buyer, Seller -parties Larue W. Nelson and Dunbar shall, in consideration of the payment of
$10,000.00 by Buyer to such Sellers, grant to Buyer an option to purchase Tay: Parcel 2-002-
2000 for $200,000.00. Said option shall otherwise be on the same terms as this Option
Agreement.
c. Buyer will not destroy, impair or otherwise damage the existing
power, water or other utility services and/or delivery lines of the residential properties of Sellers
Larue W. Nelson, Maxine Nelson Dunbar, or Donna Nelson Stocks. Sellers ;agree that said
services may need to be relocated in the future, at Buyer's expense and discretion.
IN WITNESS WHEREOF, said Seller and Buyer have caused this instrument to be
properly executed in such form as to be binding after proper authority having been given this the
day and year first above written.
[THE SIGNATURES BEGIN ON THE NEXT PAGE]
7

iiiiiiiiiiiiiiiiiiiiiiiiuiiiiiiiiiiiuiiiiiiiiiiiiiiii 11111iiiiiiiii1
Image ID: 0000012255771 of Pe: CRP
Page 815
BK2596 P0353
SIGNATURE PAGE FOR NELSON-HARBORSIDE OPTION AGREEMENT
Date: MKC4 'L X"_7
Date:UaA,GGI 2'6) 2a
Date:
Date:
Date:
Date:
Date:
f (Seal)
Cly . Nelson, III Q ,.�
807 N (Seal)
Laurie B. Nelson
Larne W. Nelson
Maxine Nelson Dunbar
Mark Dunbar
Donna Nelson Stocks
James Stocks
Debbie Nelson Gustafson
Harold Gustafson
HARBORSIDE 17 PARTNERS, LLC (Seal)
By Jupiter USA, Inc., its Managing Member
Date: By:
Carl -Christian Thier, President

Illlllllllillllllllllllllllllllllllllllllllllllllllllllllllillllllllllllllllllll
Image ID: 000001255772 Npe: CRP
Page 9 of 15
BK2596 P0354
SIGNATURE PAGE FOR NELSON-HARBORSIDE OPTION AGREEMENT
Date:
Date:
Date: 3 ` z F- U
Date : 02%
Date:
Date: -3- 2 7
Date: 3 - .
Date: 13-
Date:J'-Zg' rQ
Date:
Clyde E. Nelson, III
(Seat)
L rie B. Nelson
eal)
n ems- faxine Nelson Dunbar
Yip. i1� D� (Seat)
MnxlneNelson-Dun LaRue N. Nelson
I
/ 17 n L '/-[?� Seal)
Mark Dunbar
�i
i.)� / � -(Seal)
Donna Nelson Stocks
(Seal)
Jaifies Stocks
HARBORSIDE 17 PARTNERS, LLC (Seal)
By Jupiter USA, Inc., its Managing Member
By; (Seal)
Carl -Christian Thier, President

IIIII III IIII I I III I IIII IIIII IIIII IIIII IIIII IIII IIIII Illf I IIIII IIIII IIIII III II II
Image ID: 000001255773 Type: CRP
Page
eK2596 Ra35510 " 15
North Carolina
Craven County
I certify that on this the Q� (0 day of 2007, before me personally
appeared Clyde E. Nelson, III, and wife, Laurie B. Nelson, who [_ I is personally known to me
or [ ✓] has produced j� Q—A] L' as identification and voluntarily signed
the foregoing or attached instrument for the purposes therein stated and in the capacity indicated.
Public
Printed or tJped name of otaEy Public 1
My Commission Expires l'
Notary seal or stamp must appear within this box.

Image ID: 000001255774 Type: CRP
Page 11 of 15
BK2596 PD356
North Carolina
Craven County
I certify that on this the af day of 17%)aA, 2007, before me personally
appeared Larne W. Nelson, personally known to me or LJ produced
as identification and voluntarily signed the foregoing or attached
instrument for the purposes therein stated and in the capacity indicated.
Notary seal or stamp must appear within this box.
L
Signature of/Notary Public
iV i /) 11 � D v✓E-
Printed or typed name o Not ry Public
My Commission Expires: P,
10

CRP
Pape 12 of 16
BK2596 PG357
SIGNATURE PAGE FOR NELSON-FARBORSIDE OPTION AGREEMENT
Date: :jQ-O 4�ZO-AP eal)
Maxine Nelson DUnbar
Date:
Date: —o "0
Date: ^/ - U -
Date:
Date: y12-1e)
"!' r-f::-�''j Sea[)
Mark Dunbar
[ 0 NOL 0040r- (Seal)
Donna Nelson Stocks
(Seal)
mcs Stocks
HARBORSIDE 17 PARTNERS, LLC (Seal)
By Jupiter U rrltl, its Managing Member
Date: µ 3 7 By: _(Seal)
Carl -Christian Thier, President
11

Image ID: 000001255776 TYPe: CV
Page 13 of 15
SK2596 P0358
&apgz, COUNTY
STA"FE OF a' a
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: Carl -Christian Thier, President of Jupiter, USA,
Inc Managing, Member of Harborside 17 Partners. LLC.
Date q'_I310-1
(Official Seal)
MY COMMISSION A
EXPIRES: APC
Signature ojNofaf' y Publi¢
�Uso , T /1��Lso0,J , Notary Public
Printed or typed name �(
My commission expires: T "rX - ,�00`j
Notary seal or stamp must appear within this box.
12

Imape ID; 000001255777 Type; cnP
591q of 15
SK2596 P03
NORTH CAROLINA
CRAVEN COUNTY
I, a Notary Public of PAMLICO County, North Carolina, certify that
on this day before me personally appeared Maxine Nelson Dunbar personally known to me or who
produced satisfactory evidence of identification and voluntarily signed the foregoing or attached
instrument for the purposes therein expressed and in the capacity indicated.
WITNESS my hand and official stamp or seal this the 30th day of March, 2007.
r:
NORTH CAROLINA
CRAVEN COUNTY
Signature of Notary Public
My Commission Expires: 9/13/09
ROSALIE PARADIAE
Typed or Printed Name of Notary Public
I, a Notary Public of PAMLICO County, North Carolina, certify that
on this day before me personally appeared Donna Nelson Stocks personally known to me or who
produced satisfactory evidence of identification and voluntarily signed the foregoing or attached
instrument for the purposes therein expressed and in the capacity indicated.
WITNESS my hand and official stamp or seal this the 29 ° day of March, 2007.
Signature of Notary Public
Kl i✓
My Commission Expires:
9/13/09
ROSALIE PARADIRE
Typed or Printed Name of Notary Public
13

Image I0: 00000122555577785TYPO 150RP
page 1BK2596 Pr360
NORTH CAROLINA
CRAVEN COUNTY
1, a Notary Public of PAMICO County, North Carolina, certify that
on this day before me personally appeared James Stocks, Debbie Nelson Gustafson and Harold
Gustafson personally known to me or who produced satisfactory evidence of identification and
voluntarily signed the foregoing or attached instrument for the purposes therein expressed and in the
capacity indicated.
WITNESS my hand and official stamp or seal this the 2nd day of April, 2007.
gP*-- d!r� Signat re of Notary Public
pY�t%7`
My Commission Expires: 9/13/09
c: ¢
ROSALIE PARADINE
Typed or Printed Name of Notary Public
�f('Co...0 JLty�,
NORTH CAROLINA
CRAVEN COUNTY
I, a Notary Public of PAMLICO County, North Carolina, certify that
on this day before me personally appeared Mark Dunbar personally known to me or who produced
satisfactory evidence of identification and voluntarily signed the foregoing or attached instrument
for the purposes therein expressed and in the capacity indicated.
WITNESS my hand and official stamp or seal this the 4th day of April, 2007.
Signature of Notary Public
My Commission Expires:
9/13/09
ROSALIE PARADINE
Typed or Printed Name of Notary Public
14

d
Workflow No. 498953
I II IIII I ull I III IIIII IIIII I Ilu I I ul III II Illu II O IIIII IIII I II I II I IIII IIII IIII
Image ID: 000001009384 TVpe: CRP
Recorded: 07/25/2006 at 03:04:28 PM
Fee Ant: $30 056.00 Page 1 of 15
Excise Tax: 40,000.00
Craven, NC
Sherri B. Richard Register of Deeds
BK2485 PD660
,Prepared by:
c.///John W. King, Jr.,
Attorney at Law
310 Craven Street
New Bern, NC 28560
Parcel No. 2-035-1001;122;123;123A;2-002-049;055; 2-001-014;2-001-010;2-001-
009;2-001-023; 2-001-033; 2-001-006;2-001-035; 2-001-011;2-001-007; 2-001-008;2-
001-025
Revenue Stamps $ '3C). DOD• (5
NORTH CAROLINA
CRAVEN COUNTY
SPECIAL WARRANTY DEED,
THIS SPECIAL WARRANTY DEED, dated the 21 st day of July, 2006, is made by and
between Harborside Joint Venture, LLC, a Delaware limited liability company, (herein called the
"Grantor"); and Harborside 17 Partners, LLC, a Florida limited liability company, (herein called
the "Grantee") whose address is 5950 Hazeltine National Drive, Suite 515, Orlando, Florida 32822.
The terms "Grantor" and "Grantee" as used herein shall mean and include the parties
indicated, whether one or more, and their heirs, legal representatives, successors and assigns, and
- shall include singular, plural, masculine, feminine or neuter as required by the context.
WITNESSETH:
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee
simple, the following described real property; to wit:
See Exhibit A attached hereto and incorporated herein by reference.

Image ID: 000001009385 Type: GFP
Page 2 of 15
BN2485 Pa669.
TO HAVE AND TO HOLD the aforesaid real property and all privileges and appurtenances
thereunto belonging to Grantee in fee simple.
And Grantor covenants with Grantee that Grantor has not placed nor suffered to be placed
any presently existing lien or encumbrance on said premises and that Grantor will warrant and
defend the title to the same against the lawful claims of all persons claiming by, through or on
account of Grantor, but no further.
IN WITNESS WHEREOF, Grantor has caused this deed to be executed in such form as to be
binding, the day and year first above written.
Harborside Joint Venture, LLC
By: y —
2a6�rf f'r:a v ;J�J�tanager
State of `Gu/ZiDf�
County of t-�7401,160
1, HIV IVIIS1Na7191V (print or type name of Notary Public) a Notary Public ofthe
county and state aforesaid, certify that on this date before me personally appeared
S; r 4100'1 7. (print or type name of manager), Manager of Harborside Joint
Venture, LLC, a limited liability company, personally known to me or who produced a valid
driver's license as identification and voluntarily signed the foregoing or attached instrument for the
purposes therein stated and in the capacity indicated.
WITNESS my hand and official stamp or seal this the day of July, 2006.
> Notary Public Stale of Flo fda
Lin 10Hoisinglon Notky Public 7
My Cornrowon DD445499
Expires wro7rzees My Commission Expires:
edto re istrallon at,�� o'clock
Thl 20
Register of Dee'>'U :: ounty
Sherri B. i;iuhd- J

EXHIBIT A
LEGAL DESCRIPTION FOR COLLINS PROPERTY
All that certain tract or parcel of land lying and being situate in Number 2 Township. Craven COMM,
North Carolina and being more particularly described as follows:
Beginning at a point where the northern right of way line of Pine Street intersects the eastern right of -way
line of "B" Street. Thence from this point of beginning so located and running along and with the eastern
right of way line of"B" Street North 39° 09' IS" West 227.62 feet to a point; thence continuing along the
eastern right of way line of"B" Street along a curve to the right having a radius of 464.87 feet, a chord
bearing of North 29' 39' 44" West and a chord distance of 150.78 feet to a point; thence North 27' 28'
47" West 17.62 feel to a point: thence leaving the eastern right of way line of "B" Street and running
North 50' 50' 1 1" East 209.82 feet to a point; thence North 50' 54' 30" East 97.62 feet to the western
right of way line of "C" Street: thence along and with the western right of way line of "C" Street the
following courses and distances: South 18' 16' 51" East 58.29 feet, South 19' 33' 1 I East 39.86 feet,
South 20' 45' 15" East 52.14 feet, South 22° 32' 46" East 52.05 feet, South 23' 46' 53" East 34.08 leet,
South 24' 41' 39" East 37.40 feet. South 26' 07' 3 V East 52.97 feet, South 27° 42' 1 1" East 52.99 feet.
South 28' 46' 21" East 25.79 feet. and South 300 01' 39" East 5.03 feet to a point marking the
intersection of the western right of way line of "C" Street and the Northern right of way line of Pine Street
(said point being located North 40' 13' 35" West 108.20 feet from NCGS Monunent "WEST PINE
1981"); thence along and with the northern right of way line of Pine Street South 51' 01' 31" West
224.12 feet to the point and place of beginning.
LEGAL DESCRIPTION FOR BROADWAY ON HWY 17
All that certain tract or parcel of land lying and being situate in Number 2 Township, Town of Bridgeton.
North Carolina, and being more particularly described as follows:
Beginning at a point at the intersection of the eastern right of way line of "C" Street and the southern right
of way line of Pine Street, which point is located North 02' 067 54" East 77.12 feet from NCGS
Monument "WEST PINE 1981". THENCE FROM THIS POINT OF BEGINNING SO LOCATED,
running along and with the southern right of way line of-13" Street North 500 59' 48" East 174.59 feet to
the western right of way line of US I-lighway 17; thence along and with the western right of wav line of
US Highway 17 South 38° 58' 23" East 226.75 feet to a point: thence South 51° 17' 06" West 193.54 feet
to a point in the eastern right of way of-C" Street; thence along and with the eastern right of way line of
"C" Street the follow courses: North 37' 42' 23" West 25.01 feet; North 36' 42' 34" West 34.93 feet:
North 35' 19' 47" West 34.51 feet: North 33' 55' 08" West 51.80 feet; North 32' 17' 18" West 50.67 feet
and North 30' 33' 11" West 29.82 feet to the southern right of way of Pine Street, the point and place of
beginning.
Said property containing 0.969 acres according to a survey entitled "Survey for I-larborside Joint Venture.
LLC, dated February 1, 2006 by Mayo and Associates, P.A.
Illlll��lll�llll�ll�ll�llllllillll�llllllll�llllll IIIIIIIIIII�IIIII
Image ID: 000001009386 Type: CRP
Pepe 3 of 15
EIK2485 PG662
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LEGAL DESCRIPTION FOR SUNDANCE PROPERTY
All that certain tract or parcel of land lying and being situate in Number 2 Township, Town of Bridgeton,
Craven County, North Carolina, and being more particularly described as follows:
BEGINNING at an iron pipe set in the western right of way line of "B" Street, said point being located
South 19' 05 ' 44" West 350.02 feet from NCGS monument, "West Pine" having Grid coordinates: North
506,992,55 East 2,590,425.63; THENCE FROM THE POINT OF BEGINNING with the centerline of a
ditch South 52° 00' 00" West 516.89 feet to a set iron pipe in said line near the bank of the Neuse River;
THENCE, continuing with the extension of said line to the mean high water line of the Neuse River;
THENCE, in a northerly direction with the various courses of the said mean high water line of the Neuse
River to a point being the intersection of the said mean high hater line and the southern line extended of
the Brian Whewell property as described in Deed Book 1213, Page 815 of the Craven County Registry;
THENCE, North 570 40' 00" East with the southern line of the Brain Whewell property to a set iron pipe;
THENCE, continuing North 57' 40' 00" East 307.84 feet to a set iron pipe in the western right of way line
of B Street: THENCE, with a curve to the left having a delta angle of 18140' 00" with a radius of 514.87
feet and an are distance of 167.74 feet and a chard of South 23° 55' 00" East 167.00 feet to a point of
tangency in the western right of way line of B Street; THENCE, with the western right of way line of B
Street South 33° IT 00" East 549.77 feet to the POINT OF BEGINNING, containing 7.48 acres, more or
less, this being the same parcel of land conveyed to Harborside Joint Venture, LLC, a Delaware limited
liability company, by Sundance Farms, Inc., by deed recorded in Book 2402 at Page 353, Craven County
Registry.
Also beine described as:
Beginning at a point in the western right of way of "B" Street which point is located North 65' 3 P 46"
West 559.62 feet from NCGS Monument "West Pine 1981". THENCE FROM TH{S POINT OF
BEGINNING SO LOCATED, running along and with the western right of way line of "B" Street a curve
to the left having a radius of 514.87 feet, a Chord bearing of South 29' 39' 44" East, and a distance of
167.00 feet to a point; thence continuing with the western right of way of `B" Street South 38' 59' 44"
East 549.77 feet to a point; thence along and with the centerline of a ditch South 46' 14' 30" West 485.53
feet to a point in the highwater line of the Neuse River; thence along and with the highwater line of the
Neuse River the following courses and distances: North 31' 37' 00" West 7.47 feet; North 310 37' 00"
West 159.97 feet; North 80' 52' 20" West 17.73 feet; North 55' IS' 09" West 3.46 feet; North 33' 20'
56' East 4.65 feet; North 66' 17' 49" East 11.04 feet; North 09' 08' 53" East 30.84 feet; North 33' 23'
11" West 39,27 feet; North 490 00' 27" West 40.30 feet; North 61' 07' 15" West 85.88 feet; North 39'
18' 38" West 9.60 feet; North 30' 42' 37" West 70.34 feet; North 280 04' 14" West 14.33 feet; North 15'
14' 14" East 25.03 feet; North 29' 43' 51" West 27.98 feet; North 560 01' 37" West 96.71 feet; North 35'
50' 15" West 8.98 feet; North 380 17' 43" East 7.86 feet; North 51' 58' 14" East 18.74 feet; North 04'
48' 32" East 66.30 feet; North 020 21' 23" West 103.03 feet; North 14' 20' 47" East 19.03 feet; Nortlt
20' 28' 49" East 38.30 feet; thence leaving the highwater line of the Neuse River and running North 51'
55' 16" East 307.84 feet to the point and place of beginning, according to a survey entitled "Survey for
Harborside Joint Venture, LLC, dated July 1, 2006 by Mayo and Associates, P.A
IIIIIIIIIIIIII Illllllllllu Illlllllullllllllll IIIIIIIIII IIIII IIIII uul IIII IIII
Image ID: 00000100938P7 Teof ,pe015
BK2485 Pc663
ort-rstrBanieyHW422nvo2vrz4ro6tu:49:00AMV7214.010600 2

LEGAL DESCUPTION FOR BROADWAY ON B STREET
All that certain tract or parcel of land lying and being situate in Number 2 Township, Town of Bridgeton,
Craven County, North Carolina and being more particularly described as follows:
Beginning at a point where the western right of way line of "C" Street intersects the southern right of way
line of Pine Street, which point is located North 48' 51' 47" West 59.07 feet from NCGS Monument
"WEST PINE 1961". Thence from this point of beginning so located running along and with the western
right of way line of "C" Street the following courses and distances: South 310 02, 53" East 22.02 feet;
South 32' 17' 18" East 52.31 feet; South 33' 55' 08" East 53.40 feet; South 350 19' 47" East 35.96 feet
and South 36' 45' 03" East 37.76 feet to a point; thence leaving the western right of way line "C" street
and running South 51' 17' 06" West 199.03 feet to the eastern right of way line of "B" Street; thence
running along and with the eastern right of way line of "B" Street North 380 5 V 10" Wes: 199.67 feet to
the southern right of way line of Pine Street; thence along and with the southern right of way line of Pine
Street North 5 io 01' 33" East 216.18 feet to the point and place of beginning.
Said property containing 0.945 acres according to a survey entitled "Survey for: Harborside Joint
Venture, LLC", dated February 1, 2006, prepared by Mayo and Associates, P.A.
LEGAL DESCRIPTION FOR MURRAY
Beginning at a point where the eastern right of way line of "B" Street intersects the northern right of way
line of Academy Street. THENCE FROM THIS POINT OF BEGINNING SO LOCATED, running
along and with the eastern right of way line of "B" Street North 38° 40' 13" West 100.24 feet to a point;
THENCE, North 51' 13' 51" East 200.03 feet to the western right of way line of "C" Street; THENCE,
along and with the western right of way line of "C" Street South 38° 42' 18" East 99.99 feet to the
intersection of the western right of way line of "B" Street with the northern right of way line of
Academy Street; THENCE, along and with the northern right of way line of Academy Street South 51°
09' 26" West 200.09 feet to the eastern right of way line of `B" Street, the point and place of beginning.
Said property containing 0.460 acres, more of less, according to a survey entitled, "Survey for:
Harborside Joint Ventures, LLC, Murray Tract," dated February 8, 2006, prepared by Mayo and
Associates, P.A.,
Said property being the same property conveyed to Joel A. Murray and wife, Kathy B. Murray, by deed
recorded in Book 1437 at page 894, Craven County Registry, and being all of Lots 1, 2, 17 and 18, Block
"D" Blades Addition, Bridgeton, North Carolina, recorded in Map Book 1, Page 25, reference to which is
hereby made.
IIIIIIIIIIII IIIIIuI Illu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII
Image In: 000001009388 Type: CRP
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13K2485 Pa664
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LEGAL DESCRIPTION FOR STEWART
All that certain lot or parcel of land lying and being situate in Number 2 Township, Town of Bridgeton,
Craven County North Carolina and being more particularly described as follows:
Beginning at the intersection of the eastern right of way line of "C" Street with the Northern right of way
line of Academy Street. THENCE FROM THIS POINT OF BEGINNING SO LOCATED, running
along and with the eastern right of way line of "C" Street North 39' 02' 12" West 172.96 feet to a point;
THENCE, North 370 42' 23" West 50.31 feet to a point, (said point being located South 49' 41' 25" East
170.63 feet from NCGS Monument "West Pine"); THENCE, North 510 17' 06" East 193.54 feet to a
point in the western right of way line of US Highway 17; THENCE, South 38' 58' 23" East 218.27 feet
to the northern right of way line of Academy Street; THENCE, along and with the northern right of way
line of Academy Street South 49' 48' 49" West 194.50 feet to the point and place of beginning.
Said property being the same property described in the deed recorded in Book 1 110 at page 647, Craven
County Registry, and containing 0.986 acres, more or less, according to a survey entitled, Survey for:
Harborside Joint Venture, LLC, Stewart Tract, dated February 9, 2006, prepared by Mayo and
Associates, P.A.
LEGAL DESCRIPTION FOR HAGGETT.
All that certain lot or parcel of land lying and being situate in Number 2 Township, Town of Bridgeton,
Craven County North Carolina
TRACT ONE: Being all of Lots 3, 4 , 15 and 16, Block D, of the Blades Addition of the Town of
Bridgeton as the same are shown on a map recorded in Map Book 1, Page 25 of the Craven County
Registry.
TRACTTWO: Being all of Lots 5 and 14 in Block D, Blades Addition, as the same are shown on a
map thereof recorded in Map Book 1, Page 25, Craven County Registry.
and being more particularly described as follows:
Beginning at a point in the western right of way line of "C" Street, which point is located South 27' 57'
14" East 145.05 feet from NCGS Monument "West Pine". THENCE FROM THIS POINT OF
BEGINNING SO LOCATED, running along and with the western right of way line of "C" Street South
390 14' 14" East 149.93 feet to a point; THENCE, South 51' 13' 51" West 200.03 feet to a point in the
eastern right of way line of'B" Street; THENCE, along and with the eastern right of way line North 38'
5 F 10" West 150.11 feet to a point; THENCE, leaving the right of way line of "B" Street and running
North 51 ° 17' 06" East 199.03 feet to the point and place of beginning.
Being the same property described in deeds recorded in Book 1758 Page 320 and Book 1738, Page 446,
Craven County Registry, and containing 0.687 acres, more or less, according to a survey entitled, Survey
for Harborside Joint Venture, LLC, Haggett Tract, dated March 31, 2006, by Mayo and Associates, P.A.
Illlullllllll �I IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII
Image ID: 000001009389 Type: CRP
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LEGAL DESCRIPTION FOR MARINA PROPERTY
All that tract or parcel of property lying and being situate in Number Two (2) Township, Craven County,
North Carolina being more particularly described as follows:
Beginning at a PK nail located at the intersection of the southern right-of-way line of the 100 foot right-
of-way of Norfolk Southern Railroad and the centerline of B Street, which PK nail lies South 11 ° 42' 34"
East 53.73 feet from a magnetic nail located at the intersection of the centerline of the 100 foot right-of-
way of Norfolk Southern Railroad and the centerline of B Street; THENCE FROM THIS POINT OF
BEGINNING SO LOCATED, along and with the centerline of the right-of-way of B Street the following
courses and distances; South 15° 35' 24" East 103.49 feet; South 160 18' 04" East 165.01 feet; South 16'
42' 11" East 115.35 feet; and South 19' 36' 53" East 29.92 feet to a point in the centerline of the right-of-
way of B Street; thence leaving the centerline of the right-of-way of B Street, South 57' 32' 20" West
25.93 feet to an existing iron pipe in the western right-of-way line of B Street, which existing iron pipe is
located North 59' 55' 34" West 559.69 feet from N.C.G.S. Monument "West Pine" having NAD 1983
Grid Coordinates of N = 506992.588' and E = 2590425.426'; thence continuing South 57" 32' 20" West
307.68 feet along and with the centerline of a ditch to an existing iron pipe; thence continuing South 57'
32' 20" West 27.99 feet; thence North 07' 51' 50" East 190.18 feet to a point; thence North 08' 40' 26"
West 272.86 feet to a new iron pipe located in the southern right-of-way line of the 100 foot right-of-way
of Norfolk Southern Railroad; thence along and with the southern right-of-way line of said 100 foot right-
of-way of Norfolk Southern Railroad North 56' 49' 19" East 216.20 feet to a new iron pipe located at the
intersection of the southern line of the right-of-way of the 100 foot right-of-way, of Norfolk Southern
Railroad and the western right-of-way line of B Street; thence North 56' 49' 19" East 26.'23 feet to a PK
nail located in the centerline of the right of way of B Street, the point of beginning. The aforesaid
description is taken from a survey entitled "Boundary Survey for Bridgeton Yacht Club Resort &
Shipyard, LLC", dated June 9, 2005, prepared by Joe L. Riddick, Jr., PLS, and recorded in Plat Cabinet
H, Slide 23-F in the office of the Register of Deeds of Craven County, North Carolina, reference to said
survey hereby being made for a more perfect description of the tract and parcel of land conveyed herein.
This conveyance is made subject to the right of way of B Street and the rights of the State of North
Carolina to such portion of the aforesaid property which lies below the mean highwater line of the Neuse
River.
And also being described as:
Beginning at a point in the western right of way line of "B" Street, which point is located North 65' 3 P
46" West 559.62 feet from NCGS Monument "West Pine 1981". THENCE FROM THIS POINT OF
BEGINNING SO LOCATED running along the centerline of a ditch South 51' 55' 16" West 307.84 feet
to a point in the highwater line of the of Neuse River; thence along and with the highwater line of the
Neuse River the following courses and distances: North 09' 04' 11" West 20.76 feet; North 08' 22' 51"
West 24.08 feet; North 05° 39' 05" West 144.57 feet; North I1* 29' 32" West 115.95 feet; North 190 02'
00" West 62.08 feet; North 120 54' 19" West 78.68 feet to a point in the southern right of way line of the
Norfolk Southern Railroad; thence along and with said right of way line North 51* 12' 15" East 216.20
feet to the western right of way line of "B" Street; thence along and with said right of way of "B" Street
South 21' 12' 36" East 95.72 feet to a point; thence South 210 55' 08" East 165.25 feet; South 22' 19'
15" East 116.07 feet; and South 25' 13' 57" East 30.56 feet; and South 23° 59' 28" East' 32 feet to the
point and place of beginning.
IIII III III I II III I I �I III III I I Iu IIIII IuII I I III I IIII I IIII IuII IIIII IIII II II
Imape ID: 000001009390 Type: GRP
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LEGAL DESCRIPTION FOR MORRIS PROPERTY
TRACT 1: That certain tract of land situate and being in Number Two Township, Craven County, North
Carolina.
Beginning at an iron pipe, said pipe being the following courses and distances from U.S.G.S. Monument
#P-110; S 39 degrees 45 minutes 53 seconds E for a distance of 126.86 feet to a nail and cap at the
intersection of the centerlines of U.S. Highway 17 and the Pamlico, Oriental and Western Railroad and N
59 degrees 23 minutes 10 seconds E 1162.48 feet to the point of beginning. Thence from this point of
beginning N 56 degrees 54 minutes 31 seconds E for a distance of 478.29 feet to a point; thence S 15
degrees 05 minutes 31 seconds E 3,278.88 feet along the centerline of a ditch to a point; thence S 56
degrees 26 minutes 09 seconds W for a distance of 637.61 feet to a point; then S 33 degrees 20 minutes
26 seconds E for a distance of 100.00 feet to a point; thence S 56 degrees 39 minutes 34 seconds W for a
distance of 34.00 feet to a point; then N 33 degrees 20 minutes 26 seconds W for a distance of 493.20 feet
to a point; then N 56 degrees 39 minutes 34 seconds E for a distance of 74.68 feet to an iron pipe, said
iron pipe being the southwest comer of a tract previously conveyed to A. O. Gaskill and mcorded in Book
948, Page 535 of the Craven County Registry; then N 56 degrees 39 minutes 34 seconds E for a distance
of 435.67 feet to an iron pipe, said iron pipe being the southeast corner of the tract conveyed to A. 0.
Gaskill; thence N 32 degrees 18 minutes 40 seconds W for a distance of 455.76 feet to an iron pipe, said
point being the northeast corner of a tract previously conveyed to Herbert Fulcher and recorded in Book
963, Page 817, of the Craven County Registry; thence S 56 degrees 30 minutes 54 seconds W for a
distance of 313.67 feet to a point, said point being the southeast comer of a tract previously conveyed to
Sarah Bradbury and recorded in Book 958, Page 429, of the Craven County Registry; thence N 34
degrees 01 minutes 26 seconds W for a distance of 210.01 feet to the northeast corner of the Sarah
Bradbury tract; thence S 56 degrees 30 minutes 34 seconds W for a distance of 168.11 feet to the
northwest corner of the Sarah Bradbury tract; then N 33 degrees 20 minutes 26 seconds W for a distance
of 231.54 feet to a point; thence N 56 degrees 39 minutes 34 seconds E for a distance of 742.99 feet to the
southeast comer of a tract previously conveyed to Sidney R. White, Jr. and recorded in Book 902, Page
327 of the Craven County Registry; thence N 33 degrees 21 minutes 02 seconds W for a distance of
391.44 feet to the northeast corner of the Sidney White tract; thence N 33 degrees 21 minutes 02 seconds
W for a distance of 526.92 feet to a point; thence N 61 degrees 25 minutes 30 seconds E for a distance of
251.79 feet to a point; thence N 33 degrees 03 minutes 21 seconds W for a distance of 286.05 feet to a
point; thence N 56 degrees 39 minutes 34 seconds E for a distance of 65.45 feet to a point; thence N 22
degrees 21 minutes 53 seconds W for a distance of 657.88 feet to the point of beginning. The above
described tract contains 38.47 acres more or less and being all of that tract described in Parcel D. of
Schedule A of Book 880, Page 197 of the Craven County Registry except for the following conveyances;
Arthur O. Gaskills, Book 948, Page 535; Herbert D. Fulcher, Book 949, Page 4, Herbert D. Fulcher, Book
963, Page 817; and Sidney R. White, Jr., Book 902, Page 327, and Town of Bridgeton Look 1233 page
342.
SAVING AND EXCEPTING FROM THE ABOVE PROPERTY:
Commencing at an existing iron pipe at the northernmost comer of Thomas Ray Gaskins, Deed Book
1303, Page 857, Craven County Registry, thence North 60 degrees 54 minutes 26 seconds East 303.29
feet to the true point of BEGINNING, thence a new line North 52 degrees 51 minutes 43 seconds East
70.00 feet to a point, thence a new line South 37 degrees 08 minutes 17 seconds E 70.00 feet to a point,
thence a new line South 52 degrees 51 minutes 43 seconds West 70.00 feet to a point, thence a new line
North 37 degrees 08 minutes 17 seconds West 70.00 feet to the point and place of BEGINNING, being a
portion of Jason A. Morris, Deed Book 965, Page 817, Craven Cot'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIn IIIIIIIIIIII�IIIIIIIIIIInIIIlllllllllll
acres, more or less. Iu II
Imape ID: 00000100t1391 Type: CRP
Page 8 of 15
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5 Pg667
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Commencing at an existing iron pipe at the easternmost corner of Thomas Ray Gaskins, Deed Book 1303,
Page 857, Craven County Registry, said point being at the end of the northwestern right-of-way of Pine
Street, Plat Book 10, Page 103, thence along the end line of Pine Street South 44 degrees 37 minutes 07
seconds East 29.90 feet to the true point of BEGINNING, thence along the centerline of a new 20 foot
access easement the following courses, North 57 degrees 41 minutes I 1 seconds East 336.04 feet, thence
North 37 degrees 08 minutes 17 seconds West 77.85 feet to a point on the southeastern line of the Sprint
Cellular Lease Lot, said point being South 52 degrees 51 minutes 43 seconds West 28.00 feet from the
easternmost comer of said lot, being a portion of Jason A. Morris, Deed Book 965, Page 817, Craven
County Registry and containing 0.19 acres, more or less.
ALSO SAVING AND EXCEPTING FROM THE ABOVE PROPERTY is the property described in
the Deed recorded in Deed book 2030 at page 172, Craven County Registry.
Also conveyed herewith is all of Grantors right in and to that certain Driveway Easement recorded in
Book 2054 at page 263, Craven County Registry.
ALSO SAVING AND EXCEPTING FROM THE ABOVE PROPERTY is all that certain Lot or
parcel of land lying and being situate in Number 2 Township, Craven County, North Carolina and being
more particularly described as follows:
Beginning at a point in the northernmost comer of the property now or formerly owned by Willie and
Mary Bundy as described in the deed recorded in Book 958 at page 673, Craven County Registry.
THENCE FROM THIS POINT OF BEGINNING SO LOCATED, running along and with the Bundy
property South 56' 41' 01" West 168,11 feet to a point; thence North 33' 09' 59" West 231.54 feet to a
point in the line of Carmen V. Donofrio as described in the deed recorded in Book 1299 at page 11,
Craven County Registry; thence running with the Donofrio southern line North 56' 50' 01" East 243.79
feet to a point; thence South 33' 09' 59' East 230.90 feet to a point; thence South 56' 41' 01" West 75.68
feet to the point and place of beginning.
Said property being a portion of the property described in the deed recorded in Book 965 at page 817,
Craven County Registry.
TRACT 2: A tract of land located in Number Two Township, Craven County, North Carolina, east
of the Town of Bridgeton, bounded, now or formerly as follows: North by the land of Fenner E. Morris,
East by A. T. Rowe, South by the lands of Clyde Nelson, and West by the lands of International Paper
Company, more particularly described as follows:
Beginning at a point in the centerline of State Road No. 1600 (Half Moon Road) which point is located
the following six courses and distances from the intersection of the centerline of State Road No. 1600
(Half Moon Road) with the centerline of the Norfolk -Southern Railroad: South 50 degmes 50 minutes
East 182.3 feet; South 53 degrees 13 minutes East 168.2 feet; South 57 degrees 17 minutes East 182.2
feet; South 59 degrees 20 minutes East 15.9 feet; South 59 degrees 20 minutes East 279.7 feet and South
58 degrees 45 minutes East 21.7 feet to the point of beginning. From this point of beginning running
thence South 58 degrees 45 minutes East 60 feet along and with the centerline of State Road No. 1600
(Half Moon Road) to a comer; thence South 40 degrees 30 minutes West 341.2 feet to a comer; thence
South 52 degrees 25 minutes East 594 feet to a comer; thence South 40 degrees 30 minutes West 207.5
feet to a corner marked by an iron stake; thence South 4 degrees 30IIIIIIIIIIIIIInIIIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIII�WIIIIIIII
thencece South 56 degrees 50 minutes Wes[ 4446 feet to a point in the II
near Bridgeton, North Carolina; thence along and with the Eastern lrmage ID: OOCOCtoo93id2 Type: CRP
minutes West 600 feet to a corner; thence South 56 degrees 50 minu ^485 Po66E) "age s of 15
North 14 degrees 55 minutes West I500 feet to a corner; thence Noel[
orl-fsI\nartleyH\442271 021724106\11:49:OOAMt77214.010600 7

feet to the Southeastern corner of a lot of land formerly owned by Lavina Roberts; thence continuing
North 56 degrees 50 minutes East 2345 feet to a new comer; thence North 44 degrees 30 minutes West
560 feet to a new comer; thence North 40 degrees 30 minutes East 440 feet to the point of beginning.
SAVING AND EXCEPTING from the above tract of land the Southwestern half of the light of way of
State Road No. 1600 (Half Moon Road) 30 feet in width.
Also SAVE AND EXCEPTING Property described in the deed recorded in Book 115:1 at page 547,
Craven County Registry.
This TRACT TWO being the same as that property described in Book 793, at Page 561, in the Office of
the Register of Deeds of Craven County.
TRACT 3: That tract of land, containing 0.34 acre, more or less, known as the land upon which the
Jason Morris Farms, Inc. blueberry packing shed is situate, in Number Two Township, Craven County,
North Carolina, bounded as follows: On the Southeast by Mill Street, on the Northeast by "E" Street in
the Town of Bridgeton, North Carolina, more particularly described as follows:
Beginning at the Westernmost corner of the intersection of "E" Street and Mill Street in the Town of
Bridgeton, Craven County, North Carolina, and from this beginning running thence along; and with the
Northwestern right of way line of Mill Street South 56 degrees 50 minutes West 150 feet; thence North
33 degrees 20 minutes West 100 feet; thence North 56 degrees 50 minutes East 150 feet to the
southwestern right of way line of "E" Street; thence along and with the southeastern right of way line of
"E" Street South 33 degrees 20 minutes East 100 feet to the point of beginning.
This conveyance is made subject to all applicable easements appearing of record. This TRACT THREE
is that same property as that described in Book 798, at Page 561, in the Office of the Register of Deeds of
Craven County.
TRACT 4: A tract of land located in Number Two Township, Craven County, North Carolina, cast
of the Town of Bridgeton; bounded, now or formerly, as follows: North by the land of Harry Stewart,
East by State Road No. 1600, South by the lands of Jason A. Moms, West by the lands of International
Paper Company and U.S. Highway # 17, and on both sides of the Pamlico -Oriental Railroad (now
Norfolk -Southern Railroad), more particularly described as follows:
Beginning at the intersection of the centerline of State Road No. 1600 (Half Moon Road) with the
centerline of Norfolk -Southern Railroad, and from this beginning running thence along and with the
centerline of State Road 91600 South 50 degrees 50 minutes East 182.3 feet; thence continuing South 53
degrees 13 minutes East 168.2 feet; thence South 34 degrees 45 minutes West 191.5 feet; thence South 55
degrees 50 minutes East 198 feet; thence North 34 degrees 45 minutes East 198 feet to the centerline of
State Road #1600; thence along and with the centerline of State Road #1600 South 59 degrees 20 minutes
East 279.7 feet and South 58 degrees 45 minutes East 21.7 feet to a new comer; thence South 40 degrees
30 minutes West 440 feet to a new comer; thence South 44 degrees 30 minutes East 560 feet to a new
comer; thence South 56 degrees 50 minutes west to and with a ditch 2345 feet, more or less, to the
southeastern comer of a lot of land formerly owned by Lavina Roberts; thence North t4 degrees 55
minutes West 600 feet to a corner; thence South 56 degrees 50 minutes West 1476 feet to a corner; thence
North 14 degrees 55 minutes West 1225.3 feet to the center of the
(now Norfolk-Southem Railroad); thence North 57 degrees 05 mil IIIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIOIIIIIIIIIIIIuIIIIIIIIlOIIIIIIIIIIuIIIIII
North 33 degrees 45 minutes West 924 feet to a corner; thence Sc1maae ID: 000001009393 Type: CRP
(j feet to the centerline of the Norfolk-Southem Railroad; thence rl^ pG pD66 age 10 or 15
aK
railroad North 14 degrees 26 minutes West 70.2 feet, North 15 deg 24OJ
orl-fsI\SanlcyHM4227I 02\724/06\I 1:49:00Ah1\77214.010600 8

15 degrees 51 minutes West 286.7 feet and North 15 degrees 51 minutes West 80.1 feet to a comer;
thence North 57 degrees 05 minutes East 2340.8 feet along the Harry Stewart line to a comer; thence
South 61 degrees 40 minutes East 147.5 feet to a corner; thence North 34 degrees 10 minutes East 103
feet to a comer; thence South 55 degrees 35 minutes East 973.5 feet; thence South 40 degrees 20 minutes
East 313.5 feet; thence North 86 degrees 46 minutes East 998.4 feet to the point of beginning.
EXCEPTING from Tract 4 only the following parcels which were previously subdivided from Tract 4.
Parcel 1: Beginning at a point which is located the following courses and distances from an iron axle at
the Northwestern comer of said Tract No. Two indicated in said Book 537, Page 550; South 74 degrees
50 minutes West 49.85 feet to the centerline of the Norfolk -Southern Railroad, South 15 degrees 10
minutes East 96.1 feet along the centerline of said railroad, North 70 degrees 20 minutes East 183 feet,
North 64 degrees 07 minutes East 475 feet, North 60 degrees 14 minutes East 243 feet, South 35 degrees
45 minutes East 245.3 feet, South 45 degrees 23 minutes East 180 feet and North 57 degrees 29 minutes
East 341.5 feet to the place of beginning; thence South 36 degrees 10 minutes East 277.5 feet; thence
North 57 degrees 20 minutes East 158 feet; thence North 32 degrees 40 minutes West 287 feet to an iron
stake at the point of intersection of the centerline of a ditch; thence South 57 degrees 45 minutes West
175.62 feet along the centerline of said ditch; thence South 36 degrees 10 minutes East I I feet to the point
of beginning, containing 1.11 acres.
Parcel 2: A right of way and easement of ingress, egress, and regress over, upon and across; a roadway 22
feet in width, I 1 feet each side of the centerline hereinafter described, the centerline of said roadway
being described as follows:
Beginning at the intersection of the centerline of the Norfolk -Southern Railroad with the centerline of a
road 22 feet in width, said point being located South 15 degrees 51 minutes East 80.1 feet from the
intersection of the centerline of the Norfolk -Southern Railroad with a northwestern comer of the Jason
Morris Farms, Inc. land, at a comer common with the southwestem comer of the Harry Stewart land, and
from this beginning point running thence along and with the centerline of said road, 22 feet in width,
North 70 degrees 20 minutes East 183 feet; North 64 degrees 07 minutes East 475 feet; North 60 degrees
14 minutes East 243 feet to a comer, thence South 35 degrees 45 minutes East 245.3 feet; thence South 45
degrees 23 minutes East 180 feet to a comer; thence North 57 degrees 29 minutes East 341.5 feet to the
southwestem line of the 1.11 acre lot of land hereinabove described.
Parcel 3: Beginning at the southwestern end of a ditch which point is located as follows: BEGINNING
at the intersection of the centerline of the Norfolk -Southern Railroad at a northwestern corner of the Jason
Mortis Farms, Inc, land, a corner common with the southwestem corner of the Harry Stewart land and
running thence South 15 degrees 51 minutes East 80.1 feet to the intersection of the centerline of Norfolk -
Southern Railroad with the centerline of a road; thence along and with the centerline of said road North
70 degrees 20 minutes East 183 feet; thence continuing along the centerline of said road Narth 64 degrees
07 minutes East 475 feet; thence continuing along the centerline of said road North 60 degrees 14 minutes
East 243 feet to a point in the center of a road intersection; (the courses hereinabove being magnetic for
1956 and the courses hereinafter being magnetic for 1970); thence North 39 degrees 55 minutes West
57.5 feet to a corner in said road; thence North 58 degrees 16 minutes East 192.5 feet; thence North 45
degrees 41 minutes East 76.59 feet to a corner; thence South 32 degrees 35 minutes East I feet to the
beginning point of the tract of land hereinabove described. From this beginning point running thence
North 32 degrees 35 minutes West 122.9 feet to a point in the northwestern line of the Jason Morris
Farms, Inc. land and the southeastern line of the Harry Stewart land; thence North 56 degrees 55 minutes
East feet to a comer, thence South degrees 1 minutes Ea -
thence
along and with said ditch South 59 de degrees 25 minutes West
containing 0.9 acres, more or less. Image ID: 0000010093114 Tvpe: CRP
Rage IS of 15
orl-fsI\BartleyH\442271v02\724/06\I 1:49:OOAM\77214.010600 9 BK2485 PG6 0

Parcel 4: Also less and except a right of way and easement of ingress, egress and regress over, and upon
and across a roadway 22 feet in width, l l feet each side of the centerline hereinafter described, the
centerline of said roadway being described as follows:
Beginning at the intersection of the centerline of the Norfolk-Southem Railroad with the centerline of a
road 22 feet in width, said point of being located South 15 degrees 51 minutes East 80.1 feet from the
intersection of the centerline of the Norfolk-Southem Railroad with a northwestern corner of the Jason
Morris Farms, Inc. land, at a comer common with the Southwestern comer of the Harry Stewart land, and
from this beginning point running thence along and with the centerline of said road, 22 feet in width,
North 70 degrees 20 minutes East 183 feet; North 64 degrees 07 minutes East 475 feet; North 60 degrees
14 minutes East 243 feet to a corner; (the Foregoing courses being magnetic for 1956 and the courses
hereinafter being magnetic for 1970); thence North 39 degrees 55 minutes West 57.5 feet to a comer in
said road; thence North 58 degrees 16 minutes East 192.5 feet and North 45 degrees 41 minutes East
76.59 feet to the southwestern line of the 0.9 acre lot or land hereinabove described.
Parcel 5: The southwestern half of the right of way of State Road No. 1600 (Half Moon Road), 30 feet in
width.
This TRACT 4 being the same property as that described in Book 793, at Page 564, in the office of the
Register of Deeds of Craven County.
TRACT 5: All that certain tract or parcel of land lying and being situate in Number 2 Township,
Craven County, North Carolina and being all of the property described in the deed recorded in Book 1233
at Page 338 , Craven County Registry, and being more particularly described as follows:
Beginning at the Northwest corner of the property described in the deed recorded in Book 1861 at page
502, Craven County Registry, said point being the southwest comer of the property described in the deed
recorded in Book 1236 at page 315, Craven County Registry. THENCE FROM T1HS POINT OF
BEGINNING SO LOCATED, running North 14° 55' 00" West 296.17 feet to a point; 'THENCE, North
56' 50' 00" East 1476 feet to a point; THENCE, South 14° 50' 00" East 300.00 feet to a point; THENCE,
South 56' 58' 29" West 1474.80 feet to the point and place of beginning.
TRACT 6: All that certain tract or parcel of land lying and being situate in Number 2 Township,
Craven County, North Carolina and being all of the property described in the deed recorded in Book 986
at Page 485, Craven County Registry, and being more particularly described as follows:
Beginning at a point which is located North 140 55' 00" West 296.17 feet from the Northwest comer of
the property described in the deed recorded in Book 1861 at page 502, Craven County Registry.
THENCE FROM THIS POINT OF BEGINNING SO LOCATED, running North 14' 55' 00" West
299.62 feet to a point; THENCE, North 56' 49' 09" East 1476.12 feet to a point; THENCE, South 14' 50'
00" East 300.00 feet to a point; THENCE, South 56' 50' 00" West 1476.00 feet to the point and place of
beginning.
TOGETHER WITH a non-exclusive right-of-way and access easement to and from Pine Street as
reserved in that certain Deed dated September 13, 1989, and recorded in Book 1233, Page 342, Craven
County Registry, North Carolina. IIIIIIIII11IIII11INIIIIIIIIIIIIIIIIIIII�IIIIIIIIII�IIIIIII�IIIIIIIIIIIIIII
Image ID: 000001009395 Type: CRP
Page 12 of 15
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Also being described as:
Beginning at a point in the eastern right of way line of the Norfolk and Southern Railroad, which point is
located North 84' 49' 44" East 178.85 feet from NCGS monument "MORRIS 1981". THENCE FROM
THIS POINT OF BEGINNING SO LOCATED, running along and with the property of Harry Theodore
Stewart and wife, Mildred Mae Stewart, North 510 19' 18" East 1077.71 feet to a point; thence South 370
52' 30" East 132.50 feet to a point; thence North 53° 36' 56" East 302.21 feet to a point; thence North 31°
40' 39" West 145.67 feet to a point; thence North 51' 19' 18" East 896.60 feet to a point; thence South
700 16' 36" East 27.39 feet; thence South 70' 00' 14" East 110.20 feet to a point; thence: North 28' 28'
42" East 116.20 feet to a point; thence South 60' 10' 14' East 503.14 feet; South 48' 08' 36" East 76.64
feet to a point; thence South 63' 08' 48" East 471.86 feet to a point; thence South 41 59' 28" East
156.66 feet to a point; thence South 490 09' 02" East 156.61 feet to a point; thence North 78° 16' 03" East
891.12 feet to a point in the western right of way of NCSR 1600 (Half Moon Road); thence along and
with said right of way line South 57' 23' 47" East 235.51 feet to a point; thence South 59' 06' 46" East
141.52 feet to a point; thence South 29° 21' 15" West 158.31 feet to a point; thence South 61' 42' 00"
East 199.70 feet to a point; thence South 41' 36' 25" East 346.65 feet to a point; thence South 58' 29' 02"
East 596.56 feet to a point; thence South 34° 22' 37" West 207.07 feet to a point in a ditch; thence along
and with the centerline of said ditch South 50' 19' 44" East 1974.69 feet to a point; thence South 51' 00'
3 1 " West 4424.34 feet to a point; thence North 39' 24' 56" West 600.00 feet to a point; thence South 50'
45' 04" West 273.08 feet; thence South 500 47' 24" West 485.42 feet to a point; thence South 390 12' 27"
East 100.00 feet; thence South 500 47' 24" West 152.27 feet; thence South 39' 02' 30" East 5.80 feet;
thence South 50' 57' 30" West 34.00 feet to a point; thence North 38' 56' 46" West 328.67 feet to a
point; thence North 501 48' 48" East 251.14 feet to a point; North 39' 02' 31 West 170.01 feet to a point;
North 500 48' 29" East 258.60 feet to a point; thence North 38' 02' 15" West 455.49 feet; thence South
50' 39' 29" West 313,67 feet; thence North 391 36' 47" West 210.01 feet to a point; thence North 50° 36'
49" East 75.69 feet to a point; thence North 39' 13' 35" West 230.75 feet to a point; thence North 500 57,
04" East 499.20 feet to a point; thence North 39° 05' 12" West 281.19 feet to a point; thence North 50°
51' 12" East 302.91 feet to a point; thence North 39' 08' 34" West 705.83 feet; thence North 390 08' 30"
West 59.70 feet to a point; thence South 51' 04' 22" West 49.62 feet to a point; thence North 390 04' 50"
West 131.90 feet to a point; thence North 47' 24' 41" East 66.54 feet to a point; thence North 28' 05' 46"
West 657.77 feet to a point in the southern right of way of the Norfolk and Southern Railroad; thence
along and with said right of way line North 510 11' 49" East 478.87 feet to a point; thence North 20' 47'
29" West 52.78 feet to a point in the centerline of said railroad right of way; thence North 51' 11' 07"
East 50.70 feet; thence North 390 37' 57" West 924.00 feet; thence South 51 ° 23' 15" West 710.84 feet to
a point in the Norfolk and Southern Railroad right of way; thence along and with said right of way North
26' 46' 43" West 148.97 feet to a point; thence North 21 ° 41' 20" West 463.38 feet to the point and place
of beginning.
TOGETELER WITH a non-exclusive right-of-way and access easement to and from Pine Street as
reserved in that certain Deed dated September 13, 1989, and recorded in Book 1233, Page 342, Craven
County Registry, North Carolina.
SAVING AND EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCELS:
Parcel 1: Beginning at a point which is located the following courses and distances from
an iron axle at the Northwestern comer of said Tract No. Two indicated in said Book 537,
Page 550; South 74 degrees 50 minutes West 49.85 feet to the centerline of the Norfolk -
Southern Railroad, South IS degrees 10 minutes East 96.1
Illlllllllllllnllllllllllllllllllllllllllllllullllllllllllnllllllllllllll
said railroad, North 70 degrees 20 minutes East 183 feet, II
East 475 feet, North 60 degrees 14 minutes East 243 feet, Ime9e to: 000001009396 Type: CRP
East 245.3 feet, South 45 degrees 23 minutes East 180 f Page 13 of 16
SK2485 Po67;?
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minutes East 341.5 feet to the place of beginning; thence South 36 degrees 10 minutes
East 277.5 feet; thence North 57 degrees 20 minutes East 158 feet; thence North 32
degrees 40 minutes West 287 feet to an iron stake at the point of intersection of the
centerline of a ditch; thence South 57 degrees 45 minutes West 175.62 feet along the
centerline of said ditch; thence South 36 degrees 10 minutes East I feet to the point of
beginning, containing 1.11 acres.
Parcel 2: A right of way and easement of ingress, egress, and regress over, upon and
across a roadway 22 feet in width, 11 feet each side of the centerline hereinafter
described, the centerline of said roadway being described as follows:
Beginning at the intersection of the centerline of the Norfolk -Southern Railroad with the
centerline of a road 22 feet in width, said point being located South 15 degrees 51
minutes East 80.1 feet from the intersection of the centerline of the Norfolk-Southem
Railroad with a northwestern comer of the Jason Morris Farms, Inc. land, at a comer
common with the southwestern comer of the Harry Stewart land, and from this beginning
point running thence along and with the centerline of said road, 22 feet in width, North 70
degrees 20 minutes East 183 feet; North 64 degrees 07 minutes East 475 feet; North 60
degrees 14 minutes East 243 feet to a comer; thence South 35 degrees 45 minutes East
245.3 feet; thence South 45 degrees 23 minutes East 180 feet to a corner; thence North 57
degrees 29 minutes East 341.5 feet to the southwestern line of the 1.11 acre lot of land
hereinabove described.
Parcel 3: Also less and except a right of way and easement of ingress, egress and regress
over, and upon and across a roadway 22 feet in width, I feet each side of the centerline
hereinafter described, the centerline of said roadway being described as follows:
Beginning at the intersection of the centerline of the Norfolk-Southem Railroad with the
centerline of a road 22 feet in width, said point of being located South 15 degrees 51
minutes East 80.1 feet from the intersection of the centerline of the Norfolk-Southem
Railroad with a northwestern corner of the Jason Morris Farms, Inc. land, at a. comer
common with the Southwestern comer of the Harry Stewart land, and from this beginning
point running thence along and with the centerline of said road, 22 feet in width, North 70
degrees 20 minutes East 183 feet; North 64 degrees 07 minutes East 475 feet; North 60
degrees 14 minutes East 243 feet to a corner; (the Foregoing courses being magnetic for
1956 and the courses hereinafter being magnetic for 1970); thence North 39 degrees 55
minutes West 57.5 feet to a corner in said road; thence North 58 degrees 16 minutes East
192.5 feet and North 45 degrees 41 minutes East 76.59 feet to the southwestern line of
the 0.9 acre lot or land hereinabove described.
Parcel 4: Commencing at an existing iron pipe at the northernmost comer of Thomas
Ray Gaskins, Deed Book 1303, Page 857, Craven County Registry, thence North 60
degrees 54 minutes 26 seconds East 303.29 feet to the true point of BEGINNING, thence
a new line North 52 degrees 51 minutes 43 seconds East 70.00 feet to a point, thence a
new line South 37 degrees 08 minutes 17 seconds E 70.00 feet to a point, thence a new
line South 52 degrees 51 minutes 43 seconds West 70.00 feet to a point, thence a new
line North 37 degrees 08 minutes 17 seconds West 70.00 feet to the point and place of
BEGINNING, being a portion of Jason A. Morris, Deed Book 965. Paae 817. Craven
County Registry, and containing 011 acres, more or less. IIIIIIIIIIIuIIIIIIIIIIIIIIIuIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
ImaAa ID: 000001OC9397 Type: CRP
Page 14 of IS
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.0
AND an access easement to the above described parcel as follows: Commencing at an
existing iron pipe at the easternmost corner of Thomas Ray Gaskins, Deed Book 1303,
Page 857, Craven County Registry, said point being at the end of the northwestem right-
of-way of Pine Street, Plat Book 10, Page 103, thence along the end line of Pine Street
South 44 degrees 37 minutes 07 seconds East 29.90 feet to the true point of
BEGINNING, thence along the centerline of a new 20 foot access easement the fallowing
courses, North 57 degrees 41 minutes I seconds East 336.04 feet, thence North 37
degrees 08 minutes 17 seconds West 77.85 feet to a point on the southeastern line of the
Sprint Cellular Lease Lot, said point being South 52 degrees 51 minutes 43 seconds West
28.00 feet from the easternmost comer of said lot, being a portion of Jason A. Moms,
Deed Book 965, Page 817, Craven County Registry and containing 0.19 acres, more or
less.
The Property is conveyed subject to the right of way of the Norfolk and Southern
Railroad.
I IIIIIII �IIII III IIIII II� III III�IIIII�Iulllll IIIIIIIIII Ilul IIIIIIIIIIIII
Image ID: 0000010093998 TVPB: CRP
page 15 15
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