SW8051026_HISTORICAL FILE_20051215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 10-�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
/-S
WYYMMDD

P 1
FILE MODE
647 MEMORY TX
* * COMMUNICATION RESULT REPORT ( DEC 15 2005 12 04PM ) * * *
TTI NCDENR WIRO
OPTION _ ---_ADDRESS -(GROUP)-_Y--_-- �T#SAGE
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
912522474098
5
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
P 8/8
State of Nora Carolma
Department of Environment and Natuml Resources
Wilmington Regional Office �fr
Michael F Easley, Governor William G Moss Jr, Secretary
Date:
To:
CO:
FAX
REMARKS:
FAX COVER SHEET
No. Of Pa ' (e%eluding cover) _
From: 0 '
CO: NC DENR
FAX#: [phone]
117 Cardinal Orlvv tuenslon, VMlmington, N.C. 20401.3845 Telephone (910) 70d.7215 Rex [phone]
An Rqual Opportunity Aifirmahvo Action Employer

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY 24
MOREHEAD CITY NORTH CAROLINA 28557
[phone]
Mr Paul Bartlett
NCDENR
Water Quality Section
127 Cardinal Drive Ext
Wilmington, NC 28405
RE Bogue Pines, LLC Mini -Storage
SWS 051026
Dear Paul,
November 21, 2005
ME
FM92005
We are in receipt of your letter dated November 17, 2005, requesting for additional information to continue
your review The additional information request has been addressed as follows
1 Please correct the labels for infiltration Systems #1 and #2 on the Stormwater Plan to read
[/r length off required instead of "trench" required
The labels for the infiltration Systems # I and #2 have been changed to show the required and
provided length of" i e" and not length of trench
2 Please clarify the weir elevation The trench detail and weir box detail on the Stormwater
Plan illustrate 32 ft, and supplement lists 31 ft
v/The supplement has been corrected to show the weir elevation of 32 ft as shown on the weir
box detail ✓
3 Please clarify the seasonal high water table for both infiltration systems The supplements list
27 ft, and the trench detail on the Stormwater Plan lists 28 ft
[� The supplement has been corrected to show the seasonal high water table at 28 ft
4 Please clarify the trench dimensions for both infiltration systems The supplement (page 2)
lists a volume of 4073 cup and height of 3 ft for System #1 The calculations list 4054 cu ft
provided and the trench section detail on the Stormwater plan illustrates a height of 2 ft The
supplement (page 2) lists a volume of 4228 cuff and height of 3 ft for System #2 The
calculations list 4179 cup provided and the trench section detail on the Stormwater plan
illustrates a height of 2 ft
The supplement has been changed to show the correct height and volumes for each infiltration
system
If you have any additional questions or comments, please do not hesitate to contact me ••� OaTH C'4A iti
.• a ,.,•..,...� O ..
���• .•�P�FES`��
incerely, p ` � •� Q
S'
,10
R nald D Cullipher, P E i'a� '•;y4/NQ► 1Q,�
107 COMMERCE ST HESTRON l�f/},Z,V
SUITE B 102 D CINEMA DRIVE 151 A H 9i
GREENVILLE NC 27858 WILMINGTON NC 28403 MOREHEAD CITY NC
[phone] [phone] [phone]

P 1
FILE MODE
189- MEMORY TX
* * * COMMUNICATION RESULT REPORT ( NOV 17 2005
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
--- 912522474098
3 23PM )
TTI NCDENR WIRO
RESULT PAGE
----------------------------
OK P 3/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr, Secretary
Date: 11/17/05 No. of Pages: 3 Uncl. Cover)
To: Ron Cullipher From: Paul Bartlett
Company: Stroud Eng Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SWB 051026
Project Name: Bogue Pines, LLC Mini -Storage
MESSAGE:
Ron,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr. Bradley, and a copy will be mailed to you

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date- 11/17/05 No. of Pages: 3 (Incl Cover)
To Ron Culllpher From: Paul Bartlett
Company: Stroud Eng Water Quality Section - Stormwater
FAX #. [phone] FAX #. [phone]
Phone #: [phone]
DWQ Stormwater Project Number, SW8 051026
Project Name: Bogue Pines, LLC Mini -Storage
MESSAGE.
Ron,
A Request for Additional Information Is attached for the subject project The original will
be mailed to Mr Bradley, and a copy will be mailed to you
/W
ENBlptb SIWQSISTORMWATERIADDINF0120051051026 nov05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer

�0F WATFRQ Michael F Easley, Governor
O G William G Ross, Jr, Secretary
r_n North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E DlreCtor
Division of Water Quality
November 17, 2005
Mr David G Bradley, Member
Bogue Pines Mobile Home Park, LLC
2896 Hwy 24, Suite D
Newport, NC 28570
Subject- Request for Additional Information
Stormwater Project No SW8 051026
Bogue Pines, LLC Mini -Storage
Carteret County
Dear Mr Bradley
The Wilmington Regional Office received a Stormwater Management Permit Application for
Bogue Pines, LLC Mini -Storage on November 9, 2005 A preliminary review of that
information has determined that the application is not complete The following information is
needed to continue the stormwater review
1 Please correct the labels for Infiltration Systems #1 and #2 on the Stormwater
Plan to read length of " ngI required instead of "trench" required
2 Please clarify the weir elevation The trench detail and weir box detail on the
Stormwater Plan illustrate 32 ft, and supplement lists 31 ft
�d Please clarify the seasonal high water table for both infiltration systems The
.Z� �supplements list 27 ft, and the trench detail on he Stormwater Pla lis� ?
4 Please clarify the trench dim ions for both infiltratio Systems The
supplement (page 2) li volume of 4073 cu _ftand height of 3 ft for System #1
i% The calculations list u ft rovide a trench section detail on the
ti ry9 (0 1 Stormwater plan illu es a height o The supplement (page 2) lists a Gr
/�- volume of 4228 cu ft and height of 3 r System #2 The calculations list 179
r cu ft provided and the trench section detail on the Stormwater plan illustrat
height of 2 ft
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to November 29, 2005, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623 6748
Wilmington Regional Otfice Wilmington NC 2a405 3845 FAX [phone] Internet h2o enr state nc us one NhCarollna
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper AvurallY

Mr David G Bradley
November 17, 2005
Stormwater Application No SW$ 051026
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215 1 and is subject to enforcement action pursuant to NCGS 143-215.6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sinc rely,
1 C'
Paul T Bartlett, P E
Environmental Engineer
ENBlptb S1WQSISTORMWATERIADDINF0120051051026 nov05
cc Ronald D Cullipher, P E, Stroud Engineering, P A
Paul Bartlett

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
BOGUE PINES, LLC MINI -STORAGE
October 14, 2005
Owner:
Bogue Pines Mobile Home Park, LLC
2896 Hwy 24 Suite D
Newport, NC 28570
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
A. Description of Project N O V 0 9 2005
1. Type of Development $Y S-W P &1 j`/ 64
This project consists of construction of 4 storage buildings, office, driveway,
drainage, and site utilities The site area is 2 04 acres
2. Earth Disturbing Activities
a Excavation and grading for the installation of drainage and utility improvements
b Grading for the construction of proposed buildings, drives and parking
3. Drainage
The property is located on the north side of Hwy 24 at the corner of Highway 24
and Spruce Pines Road The site drains to Bogue Sound which is classified as SA
The project is not affected by the 575' AEC line associated with draining to an SA
waterbody, therefore we are proposing an underground infiltration stormwater
treatment system that has been sized for a 1 5" rainfall The excess volume over 1 5"
will be treated at the outlets by fifty foot vegetative filters with flow spreaders
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be
installed immediately It is intended that all grading and excavation activities within
a certain area will be protected as soon as that activity is complete
Sediment Fence — Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site

a
r
sedimentation is controlled Fencing will also be placed around all drop inlets as
shown on the drawings
2 Seeding — All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on the plans
3 Stone Construction Entrance — Stone construction entrance will be used to reduce
the transport of sediment off site
4 Temporary Sediment Trap— Sediment trap will be constructed as shown on plans
and serve to trap sediment and prevent sediment from moving off -site
5 Sediment Storage Basins — Sediment Basins will be constructed as shown on
plans and serve to trap sediment and prevent sediment from moving off -site
6 Sediment Storage Boxes — Sediment Boxes will be constructed as shown on plans
and serve to trap sediment and prevent sediment from moving off -site
7 Flow Spreader — Spreader will be used to reduce the velocity of the runoff within
the vegetated filter
Maintenance Plan
1 All erosion and sediment control measures shall be checked for stability and
effective operations following every runoff producing rainfall event or at least
once per week Repairs required shall be completed immediately to the dimension
and functions indicated on the plans
2 Sediment shall be removed from behind the sediment fencing when it becomes
0 5 feet deep at the fence The fence shall be replaced or repaired as necessary to
maintain a barrier
3 All seeded areas shall be fertilized, seeded and mulched within 15 days of
disturbance Disturbed areas shall be fertilized, reseeded and mulched as
necessary according to the Contract documents to establish and maintain a dense
vegetative cover
4 Sediment shall be removed from the sediment traps when the capacity has been
reduced by fifty (50) percent
C. Construction Schedule (One phase only)
1 Install driveway culvert and temporary gravel construction entrance and begin
clearing and grubbing
2 Install silt fencing at specified locations
3 Complete clearing and grubbing operations
4 Install drop inlet, storm drainage piping and infiltration system with
sedimentation control measures as shown on plan
5 Rough grade parking areas and begin preparation of building site
6 Seed and mulch all areas of disturbance not to be paved with in 14 days of Iand
disturbance
7 Fine grade drive and parking area and place stone base course
8 Construct buildings
9 Pave drive and parking area
10 Perform final grading, seed and mulch all remaining disturbed area
D. Design Assumptions

I Design storm is ten years
2 The rational method was used for the design
E. Infiltration Basin and Trench Operation and Maintenance
1 After every runoff producing rainfall event and at least monthly inspect the
bypass/overflow structure for blockage and deterioration and the infiltration system for
erosion, trash accumulation, grass cover, and general condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative
cover, mow vegetative cover to maintain a maximum height of six inches, and remove
trash and blockages as needed to maintain system performance
3 Remove accumulated sediment annually or when depth is reduced to 75% of the
original design depth Restore depth to original design depth without over -excavating
Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed
4 if DWQ determines that the system is failing, the system will immediately be repaired
or replaced to original design specifications If the system cannot be repaired to perform
its design function, other stormwater control devices as allowed by NCAC 2H 1000 must
be designed, approved and constructed
5 Remove accumulated sediment from the infiltration system annually or when depth
in the unit is reduced to 75% of the original design depth The system shall be
restored to the original design depth without overexcavating Over -excavating may
cause the required water table separation to be reduced and may compromise the
ability of the system to perform as designed Removed sediment shall be disposed of
in an appropriate manner and shall not be handled in a manner that will adversely
impact water quality (i e stockpiling near a stormwater treatment device or stream,
etc )
A benchmark shall be established in the infiltration system The benchmark will
document the original design depth so that accurate sediment accumulation readings
can be taken The measuring device used to determine the depth at the benchmark
shall be such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments
When the depth at the benchmark, which is the top of the weir box, reads 2.50',
the accumulated sediment shall be removed from the system.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988 These regulations are
detailed in 15 NCAC 2H 1000 Stormwater Management These rules allow for a
development to be considered under various options This project is submitted for
approval consideration under Section 1008
D Culhpher, P E `�'
3343 #
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STROUD ENGINEERING, P A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
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SHEET NO _
CALCULATED
CHECKED BY
SCALE

LIZ
STROUD ENGINEERING, P A JOB Hestron Plaza Two __-
SHEET NO /n OF
51 A Hwy 24 CALCULATED BY DA�
MOREHEAD CITY, NC 28557 CHECKED BY $ATE 11,
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PROJECT NAME BOGUE PINES LLC MINI STORAGE
PROJECT NUMBER PM 142-2-1
SHEET NUMBER 3 of 3
CALCULATED BY B MCMANNEN
APPROVED BY 6�
SEDIMENT TRAP DESIGN
DRAINAGE
DRAINAGE
SED
TRAP
SED TRAP
PROPOSED
TRAP
AREA (SF)
AREA (AC)
ST D GE
DEPTH (FT)
AREA (SF)
TRAP (SF)
1
35015
080
1447
3
482
25 x 25 = 500
2
35752
082
1 1477
3
492
35 x 15 = 525
Swale Design Data Table
(Utilizing Mannings Eqn )
Q = 1 486(A)(R)211(S)112
n
Trapezoidal Section
A=By+My2
P = B + 2y(1+m2)112
R=AIP
All Sections
B= 10
M= 3
n=0 02
n=0 03
DRAINAGE
AREA AC
010
WIDTH
%SLOPE
y
v
y
v
1
080
561
500
200%
025
365
031
277
2
082
581
500
200%
025
369
032
280
Note
V, and yi are for bare earth n=0 02
V2 and y2 are for grassed lined n=0 03
Bare earth V>2 5 ftls use an erosion control lining
"Proposing to use erosion control lining in all swales
Grass lined velocities are all non -erosive

TopoZone - The Web's Topographic Map
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Page 1 of 1
Xti- A 7 i f -i9.
0 03 06 09 12 15km '
0 01 02 03 04 05mi
Map center is 340 43' 36"N, 760 55' 52"W (WGS84/NAD83)
Salter Path quadrangle M=-9 776
Projection is UTM Zone 18 NAD83 Datum G=-1 101
http Hwww topozone com/pnnt asp9z=18&n=3844429 90793987&e=323187 096464647 11/16/2005

a'
Page 1 of 1
North Carolina
,Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY O STATE
Corporations
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Print
*Printable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date 11/16/2005
Click here to
View Document Filings 1
711-1 Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC ROGUE PINES MOBILE Legal
HOME PARK, L L C
Limited Liability Company Information
SOSID
0484840
FID:
561737432
Status
Current -Active
Date Formed
2/12/1999
Citizenship
Domestic
State of Inc
NC
Duration
JAN 2029
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
Bradley, David G
2896 Highway 24 Suite D
Newport NC 28570
2896 Highway 24 Suite D
Newport NC 28570
118 Buena Vista Drive
Newport NC 28570
118 Buena Vista Drive
Newport NC 28570
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspx?PltemId=4885803
11 / 16/2005

C200507500820
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY
SOSID• 0484840
Date Filed 3/16/2005 11 08 00 AM
Elaine F Marshall
North Carolina Secretary of State
C200507500820
Bogue Pines Mobile Home Park,LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C 1D NUMBER 0 4 84 84 0 FEDERAL. EMPLOYER ID NUMBER 561737432
NATURE OF BUSINESS
Mobile Home Park
REGISTERED AGENT
REGISTERED OFFICE MAILING ADDRESS
REGISTERED OFFICE STREET ADDRESS
SIGNATURE OF THE NEW REGISTERED AGENT
PRINCIPAL OFFICE TELEPHONE NUMBER
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
MANAGE RS/MEMSERS/ORGANIZERS
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
118 Buena Vista Dr.
Newport, NC 28570
118 Buena Vista Dr.
Newport, NC 28570
Name David G. Bradley Name Myra G. Bradley Name
rftle Managing Member rate Managing Member TWO
Address 118 Buena Vista Dr1VAddress 118 Buena Vista Dr1VAddress
Newport, NC 28570 Newport, NC 28570
city
state ZIP
city
stare ZIP
city
stare ZIP
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE SIGNED BY A MANAG EMBER DATE
David G. Bradley _ Managing Member_
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE $200 00 MAIL TO Secretary of State • Corporations Dmsion a Post Office Box 29525 • Raleigh, NC 27626-0525
469231
01-21.05

State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
OF
BOGUS PINES MOBILE HOME PARK, L.L.C.
Pursuant to Section 57C-2-20 of the General Statues of North Carolina, the
undersigned do hereby submit these Articles of Organization for the purpose of forming a limited
Liability Company
FIRST The name of the Limited Liability Company is
Bogue Pines Mobile Home Park, L.L.C.
SECOND The latest date on which the Limited Liability Company is to dissolve is January 31,
2029
THIRD The street address of the initial registered office of the I imited Usability Company in
North Carolina is 3014 Circle Drive, Morehead City, N C 28557, and the name of the initial
registered agent of the Limited Liability Company m North Carolina at that address is David G
Bradley
FOURTH The principal office of the Limited Liability Company is 3014 Circle Drive Morehead
City, N C 28557
FIFTH Check one of the following
[ X ] (i) Member -managed LLC all of the Members by virtue of their status as Members Shall he
manager,, of the Limited Liability Company
I (ii) Manager -managed LLC except as provided by N C G S Sec 57C-3-20(a), the Members
of the Limited Liability Company shall not be managers by virtue of their status as Members
SIXTH The membership interests of the Members are evidenced by Certificates of Membership
SEVENTIL The names and addresses of the Members and Organizers of the Limited Liability
Company are David G Bradley and Myra C Bradley, both of whom reside at 3014 Circle Drive,
Morehead City, N C 28557
EIGHTH, None of the Members of the Limited Liability Company are liable for payment of any
debt, obligation or other liability of the Limited Liability Company
NINTH These Articles of Organization will be effective upon tiling
Z abed MZ9ZLZ5Z SHNId SA909 d55 60 900Z'80 AON

IN WITNESS WHEREOF, the Members have executed and acknowledged these Articles of
Organization on February _, 1999
(SEAL)
David G Bradley
(SEAL)
Myra C Bradley
2
E a5l?d EHZ9ZLZ9F SHNId 9009 a39 Va 900Z'80 AOR

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�IVED
CARTERET COUNTY 7NOV
19411 11/02/2004
$390 00 Q 2005
OR 108E008
Page 1 of 2
NORTH CAROLM. ClAWERET COUNTY
The tom otng tea? at WA" PL041 tt M
aedffied to be correct. This N,IcV nerd wW to cond►-
cate are duty reg ed at the date and time and 1n
the Book and Page 4hown on the fiirst ~ heKmA
Arthur,
BTATf O��fSA Q-Real
E$tBtB y�'V SW CJ Vl �� r7 - --
I3 IExcise Tax
NORTH CAROMNA GENERAL WARRANTY DEED
Excise Tax $ 390.00
ParLLl Identifier No 6-_2ho3l j 940 Verified by County on the day of , 20_
By
Mail/Box to .,_ MnRon & Mnson, P.A. P_Q. Drawer 99,, Moreli C 7
This instrument was ptepared by E. , rh , W. Magnn, Ar rorripy at Law
Brief description for the Index Lor 4, Pang Park,NPwpnzr - -
I I I I S D[F-D made this 29 rh day of - October , 20D , by and between
GRANTOR
BONNIE J. BARRON with the 3oinder of her
spouse, RICHARD J. BARRON
GRANTEE
BOGUE PINES, LLC, a North Carolina
limited liability company
2896 Hwy 24, Ste D
Newport, NC 28570
Enter in appropriate block for each party name, address, and, if appropriate, chaiacter of entity, e g corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSI-TI1, that tht Giantot, for a valuable consideration paid by the Grantee, the ieceipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of _Morehpad Township, Carteret County,
North Carolina and more particularly described as follows
BEING ALL OF LOT NUMBER FOUR (4) OF PENDER PARK CAMPGROUND, INC COMMERCIAL NORTH as
shown on that map or plat of record in Map Book 28, Page 282, Carteret County Registry,
being the same property designated as Tract II in Deed recorded in Book 680, Page 153,
Carteret County Registry.
SUBJECT to the easements as shown in Map Book 28, Page 282 and Map Book 28, Page 15,
both of the Carteret County Registry.
A Map of the property conveyed by this Deed, entitled "BOGUE PINES, LLC Boundary Survey"
prepared by Stroud Engineering, PA, dated 10-28-04 is recorded in Map Book 30, Page4 ).
The property heiernabove described was acquired by Grantor by instrument recorded in Book _ 772 page 203
A map showing the above described property is recorded in Plat Book page 282_
NC Bar Association Form No 3 © 1976, Revised © 1977, 2002 30 (000 + James Williams & Co, inc
Printed by Agreement with the NC Bar Association - 1981 www JamesWi11iams coin

f
—_ - uwrwk�—, .. a.-.p.�acsrm�w- �"-•c�t• -. wiwwu.n
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all pnvileges and appurtenances thereto belonging to the Grantee m fee simple i
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions
EASEMENTS, RESTRICTIONS AND RIGHTS--OF-WAY OF RECORD
IN WITNESS WHEREOF, the Giantor has duly executed the
(Entity Name)
By
Title
By
Title
By
(SEAL)
(SEAL)
(SEAL)
(SEAL)
State of North Carolina - County of Carteret
9+
0•
A /,i f ••, I, the undersigned Notary Public of the County and State aforesaid, certify that Bonnie J . Barron
—0`-� & Richard J. Barron personally appeared before me this day and
�� acknowledged the due execution of the foregoing instrument for the purposes therein expressed Witness my
Q t- hand and Notarial stamp or seal this ZS� day of Nnvamha r , 2(b4
�`���r, • •' . • •U�'ti'�; , My Commission Expires .
Notary Public
State of North Carolina - County of
u
Q
w
Foregoing as of the day and yea first above written
—BONBLIE J BARB N
RICHARD J. ARRON
1, the undersigned Notary Public of the County and State aforesaid, certify that
z personally came before me this day and
acknowledged that _he is the of ,
za North Carolina or corporation/limited liability company/general partnershiplhrnited
Y partnership (stnke through the inapplicable), and that by authonty duly given and as the act of each entity,
Q _he signed the forgoing instrument in its name on its behalf as its act and deed Witness my hand and
-4 Notarial stamp or seal this day of _ 120
_
w
My Commission Expires
Notary Public
State of North Carolina - County of
x1, the undersigned Notary Public of the County and State aforesaid, certify that _
x
QWitness my hand and Notarial stamp or seal this day of , 20_
wMy Commission Expires
� Notary Public
The foregoing Certificate(s) of is/are certified to be correct
This instrument and this certificate are duly registered at die date and time and in the Book and Page shown on the first page hereof
Register of Deeds for County
By Deputy/Assistant - Register of Deeds
NC Bar Association Form No 3 © 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association - 1981
* lames Williams & Co , Inc
wwwj meesWilliams com
BUO a F PAo!:

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
ToAte JE r
. _.Wilm►n�, AIc 22067
WE ARE SENDING YOU
7
❑ Shop drawings
❑ Copy of letter
ILRU ,T/E OLJ LJ LIV�i n n iLJ LJ L]1�-.]L�
DATE
JOB NO
Z'2— 1
A ON
RE
NDV 0
t�n g items
VAttached ❑ Under separate cover via
114b'fdi0 Prints ❑ Plans ❑ Samples pe ifications
❑ Change order ❑
its �K, 49AIMAMI Moll —mom
l
THE E ARE TRANSMITTED as checked be owc-I t
to
') �_ R'1ini1
�!
pl For approval ❑
Approved as submitted
❑ For your use ❑
Approved as noted
❑ As requested ❑
Returned for corrections
© For review and comment ❑
❑ FORBIDS DUE
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
El PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO )
SIGNED �/�
If enclosures are not as noted, kindly notify us at once

�
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, '7.

STROUD ENGINEERING P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
TO � � — U)44cr Q/1.LR044..
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
[U977M QLJ U o U 4JV!M0VV(r-- L
DATE JOB NO
Q S
A77E ION
{tom
RE
P no
5?"Attached ❑ Under separate cover via the following items
0 Prints ❑ Plans ❑ Samples ❑ Specifications
p Change order ❑
DESCRIPTION
,!1 , t 116,449
' •+ r r
AA
x Y'fSS ul
tA—
_q
THESE ARE TRANSMITTED as checked below `- 6
j�'r1'3
3
&(For approval ❑ Approved as submitted ❑ Resubmit copie��fbr a
❑ For your use Ip Approved as noted ❑ Submit copies for distribu
❑ As requested ❑ Returned for corrections El Return corrected prints
❑ For review and comment ©. 1 t wj ,I
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS C
COPY TO
SIGNED
If enclosures are not as noted, kindly notify us at once

NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron_eavef@ncmail net along with a narrative and vicinity map of the project location
Projects must be submitted by 9 00 A M of the review date, unless prrorarrangements are made
APPLICANT Name David G Bradley
Company Boque Pines Mobile Home Paris LLC
Address 2896 Hwy 24 Suite D —City/State Newport, NC Zip 28570 County Carteret
Phone [phone] Fax [phone] Email
PROJECT Name Bogue Pines, LLC Mini Storage
PROJECT SYSTEM(S) TRIBUTARY TO Boque Sound (STREAM NAME) RIVER BASIN
ENGINEER/CONSULTANT Ronald D Cullioher P E
Company Stroud Engineerinq P A
Address 151-A Hwy 24 City/State Morehead City NC Zlp 28557 County Carteret
Phone [phone] Fax [phone] Email rcullipher(7a stroudengineer com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑✓ No
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
.---- ----- ----------------------------- ------- -------------- -------------------------------------------- --------------------
❑✓ STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ✓❑ High Density -Infiltration ❑ Off Site
-- ---- --------------------------------
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
✓0 LAND QUALITY ✓❑ Erosion and Sedimentation Control Plan with .? 50 acres to be disturbed
WETLANDS (401) Wetlands on Property ❑ Yes ✓❑ No Isolated Wetlands on Property ❑ yes ❑✓ No
Check all that appi Wetlands Will Be Impacted ❑ Yes ✓❑ No Wetland Impacts Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted Acre(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w1USACOE ❑Yes []No I Permit received from USACE ❑Yes ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
For DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

,(/ " 11 11" Aa
[V MCDEM
North Caroana Department or Ervironment and Natura Resou-ces
127 Cardinal Drive Wiley gton NC 26405 [phone] FAX (910) 3%2W4
Request for Express permit Review
I.>
r
c�
C
t—
cv
FILL-IN all ►nformation below and CHECK required Permlt(s)
FAX or email to Cameron Weaveigrhnnall net along with a narratrye and vicinity map of the protect location
Projects mustbe submitted by 9 00 AM of the review date, unless pnorarrangements are made
APPLICANT Name David G Brad ey
Company Baque Pines Mobile Hone Park LLC
Address 2896 Hwv 24 Suite D _____CdylStale Newport NC Zip_ 28570 County Carteret
Phone [phone] Fax [phone] Email
PROJECT Narne Sogue Pines LLC %N Slorape
PROJEC- SYSTEM(S) TRIBUTARY TO BoQue Sound --I STREAM NAME) _T RIVER BASIN
ENC-INEERICONSULTANT Ronald D Cut1wher P E
Company S1,"d Fngineenn0 P A--
Addf2ps 151 A 1wv 24 __— Cltyr'Slate Morcteead City NC Lp 28557 County Carteret
Phone [phone] Fax [phone]og6 �— - Emaill M-Aloher0straudenWeer com
State or National Environmental Policy Act (SEPA NEPA) - EA or EIS Required U Yes No
�J STREAM ORIGIN Determ►patron, _ of stream colts, Stream Marne
STORMWATER C Lave t)ens'y [ Hig n ten n Pond ❑High Density Other
Wetlands GUST be addressed below [r Lc w Gensny Curl) E Gufte High Dees-Infutratior ❑ Off S>;e
C COASTAL J µ LJ Excavation & r itf� C. 9n I,es C yens _ I S ctures Infonna�en
MANAGEMENT w [J lclanci DcV43p^�enr F-I IAlrina 1Devela r\r-r1 — rban Waterfront___ - —_
n LAND QUALITY L Eros,on and Serlire-n dboi Cu,ii J Piar, with.,? 50 acres to be disturbed
WETLANDS (401) VveLands on Property J Yes D.1 No Isolated Wetlands on Property F_Jl yes [# No
Check all that apoly Welland$ Will Be Impacted'] !es P] No Welland impacts Acre(s)
Wetlards Delineation has beer competed ❑ Yes IL-1 ND ❑ Buffers Impacted Acres)
USACOf= Approval of Delineation Completed L Yes L No
404 Aoolication in process WUSACOE Cayes ❑No l Permit received from USACE ]Yes [)No
401 Apphcation required Uses ❑ No If Yes ] Regular ❑ Er Dress
Additional fees, not to exceed 50 % of the original Express Review permit applicabon fee may be charged for
subsequent reviews due to the insufficiency of the pertnit applications
rS~ SUBMITTAL DATES
Sw _
cri CAMA
L05
v — -
401
0
For DEN° use only
Fee Split for multiple permits
s
S
5
5
Total Fee Amount S

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Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
HOGUE PINES, LLC MINI -STORAGE
October ld, 2005
z�
Owner
Hogue Pines Mobile Home ParL, LLC
2896 Ilwy 24 Suite D
Newport, NC 28570
[phone]
Engineer
Stroud Engineering, P A
151-A Hwy 23
Morehead City, NC 28557
A Descnptton of Project
1 'Cype of Development
This protect ixnstst, of cLmstruLtuitt of 4 storage buildings otfiLc drt%LWaN
drainaee and site utilities The sac area is 2 04 acres
2 laarth Disturbing Activittca
a Lxca%at on and ir.idirg f6t the nis'allation of drainage and utilitx impro%ements
h Gr iding for th, constmction of propo,;cd buildings din es and Par ing
3 Vratuagc
The propLr1% is Imated on the north vide o1 Hxv% 24 at the comer of llichuat ?d
and 1prvtc I uics Ro id I he ,ile drams to Hogue Sound %%hick is LI IS%ifiLd as SA
I he protect is not affected by the )7!) %Lt IinL associated wnh draining to an ,A
%caterbody therefore ive are pioposmg an undei6pound infiltration storm%uater
treatment system that has been sized for a 1 S rainfall i he excess volume user 1 5
%vtll be treated at the outlets by fift% fool vegetative filters with 114)vv spreaders
B Erosion and Sedimentation Control Measures
The following measures are proposed for the site If it becomes evidcm that
additional erosion and sedimentation control measures are needed the% shall bt
installed tmmediatelt It is intended that all bRadtng and exclvalion 'icuvttteS within
a Lertain area Aill be protcoed as soon as that activity is Lomplelc
I Sediment fenLL - Sediment f MA. will he utiltred as iiecLssary rn focallunS as
shown on plans or as dLcmed nLces%art by lhL Lrieinver to insure that oR-site

sedimtntation is controlled Fencing will also be placed around all drop inlets as
shown on the dra..ing.
2 seeding - All disturbed areas will be seeded within 14 da.s following
construction in accordance with the seeding schedule shoum on the plans
3 Stone Construction Entrance - Stone construction entrant, wall be used to reduce
the transport of sediment off site
4 Temporaty Sediment Frap` Sediment trap will be constructed as shown on plans
and serve to trap sediment and prevent sediment from muting off -site
5 Sediment Storage Basins - Sediment Basins wit] be constructed as shown on
plans and serve to trap sediment and prevent sediment from nim mg of} -site
5 Sedimtnt Storage Boxes - Sediment Bones will be constructed as shoo-" on plans
and serve to trap ,ediment and prevent sediment from mo% ing off -site
7 Flo.v Spreader - SpreadLr will be used to reduce die velocitt of the runoff within
the %egetated lilts r
Maintenance Plan
1
Ail trosion and >ednnent control measures shall be checked for stability and
effectt.c operations following e.ety Mnoff p-oduLing rainfall cent or at ]Last
onLe per ..Lei. Repairs required shall be compltted ntitnediateh to the dimension
aild funLtions tndiLaied on the plans
2
SLdlitttt t shall be iemo.td froni behind thL sednntnt fen.ing when it becomes
0 s feet deLp at the fence fhe fence shall be repla"d of rLpairtd -is me essan to
maintain a barrier
3
All seeded a i-as ,hall he fertilizLd seeded and multhLd within 15 days of
r
disturbance DvturbLd areas shall be tertihied rLseeded and inulched as
`
necessln according_ to the Contract documents to Lsiablrsh and maintain a detise
. ttlet—L,,, ci i. er
1
Stdirrient sdnll be rLmoved front the sednntnt iraps .xh-n he capacni has been
."tu"d in fife) (50) percent
LI
C Construction Schedule (Oast phase ono)
" 1
install dint-%&av Culvert and tempoiarx era.ei Lon,iruLiion erttTanLe and hLgin
�=
CILarlllg and gnibbinr
2
Install Silt lining at specified IMatlons
3
CiimplttL cleanng and grubbing operations
}� 4
Install drop inlet storm draniage piping and infiltration system %%kth
sedimentation control measures as sho%%n on plan
5
Roush grade parl.ing arras wd begin preparation of buildnig site
-�—r G
Seed and rimleh all areas of disturbance not to bt plied with in 1.1 da)s at land
-
di,turbaiitc
7
1 ine grade dn%L and parking area rnd place stone ha5L toune
�~ B
Construct building.
9
pave drt.e and parting area
10 perform final grading seed and mulch all remaining disturbed area
D Design Assumptions
i�

I Design storm as ten years
2 The rational method %%as used tot the de,tgn
to
E Infiltration Basin and french Operation and Maintenance
After eery runoff pniduLrng rainfall event and at least month]% inspect the
bypass/overflow structure for hloLkage and deterioration and the infiltration system for
erosion. trash accumulation grass corer and beneraI condition
2 Repair eroded areas immediately re seed as necessary to maintain adequate .egetstive
cover niow %egmaiive corer to maintain a maatmtnn height of sir inches and remove
trash and blockages aq needed to maintain sy stem perlormante
I RLmave aCCwnulated sediment annually or when depth is reduced to 75%of the
original design depth Restore depth to original design depth without over-e%eavatmg
Over -excavating may cause the required water table separation to be reduced and may
compmmisc the ability of the system to perform as designed
4 If law Q determines that the sy stem is fading the system will unmcdiatd} be repaired
or replaced to of iginal design speeificatiow If the systein cannot be repaired to perform
its dLgign function other storMwater control devtLeq as allo%%Ld by N( AC 2H 1000 must
be designed approLed ind constnicted
Remote accumulated sediment from the anfiltraiton q%stem annual]% or when depth
in the unit 1s rLduced to 75°L of thq. origitnl design depth I hL s%stcni shall be
reilortd to the original design depth %+[thou' o%erexc-%ating Cher -excavating nra%
cause the required Stater table sepvation io bL reduced and ma% compromise the
ahilm of ihL system to pcdonn as designed Reniovtd seditm ra shall tie disposed of
in all approptiate manner and shall not be h-uidled in amanner that will ad%etsch
impact water quaht% (i a stockpiling tiear a etoimi& iter treatment de%tce or stream
etc ►
- 1 henchmark shall be estahlislied in the tiri liranon ,%%tLt'i Ili., benchmark %sill
�r
docUmLnt the m igirml de,,gn depth sty that aCCUr,iIL e,liirient SLCumulativn rt adings
can b, taken The me isitrm de ice u,ed to detcriml,t the depth at the benchmark
Shall he quLh that it %%di gi%e in atLnrate depth mac nu 1 id Rot rcadiI3 penetrate into
accumulated ,edinitrit%
i When the depth at the henchutark, -which is the top of the weir box, reads 2 50',
the accumulated sediment shall be remur ed from the ey stem
r�
t�
�— F Coastal Stormvtater Regulations
,r
The north Carolina Dr%nton of Cmironnienial Management implemented Coastal
stol-mk%ater regulations in coastal counties on lanuai% 1 1488 These regulations are
¢ detailed in 15 N( AC AI 1000 titorni%%aiet Management d hose rules allow for a
de%Llopment to be considered widtr %anon% options 7 hi, prole t i% submitted for
appra%al consideration under Sectiott 1008
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0
OCT 2 6 2005
®VA ds� 2,6
NCDENR * ��:
North Carolina Department of Environment and Natural Resources TE
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review L____ _
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weave ncmail net along with a narrative and vicinity map of the project location
Projects must be submitted by 9 00 A M of the review date, unless prior arrangements are made
APPLICANT Name David G Bradley
Company Boque Pines Mobile Home Park LLC
Address 2896 Hwy 24 Suite D City/State Newport, NC Zip 28570 County Carteret
Phone [phone] Fax [phone] Email
PROJECT Name Boque Pines, LLC Mint Storage
PROJECT SYSTEM(S) TRIBUTARY TO Bogue Sound (STREAM NAME) RIVER BASIN
ENGINEER/CONSULTANT Ronald D Cullinher P E
Company Stroud Engineermq P A
Address 151-A Hwy 24 —City/State Morehead City, NC Zip 28557 County Carteret
Phone [phone] Fax [phone] Email rcullipher(stroudengineer com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑✓ No
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
-- -- ----------------- ---------- - ------------------------
❑✓ STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ✓❑ High Density -Infiltration ❑ Off Site
----------------------- ------ ---- —---- — ------------------------- ---------- --- ----------------------
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
✓❑ LAND QUALITY ✓❑ Erosion and Sedimentation Control Plan with .50 acres to be disturbed
WETLANDS (401) Wetlands on Property ❑ Yes ✓❑ No Isolated Wetlands on Property ❑ yes ❑✓ No
Check all that apply Wetlands Will Be Impacted ❑ Yes ✓❑ No Wetland Impacts Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE ❑Yes [:]No I Permit received from USACE Des []No
401 Application required []Yes ❑ No If Yes, ❑ Regular ❑ Express
---------------------------------------- —------------------ ---------------------------------------------- _-------------------------- .-------------- ----------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LOS
401
For DENR use only
Fee Split for multiple permits
$
$ Total Fee Amount $