SW8050115_HISTORICAL FILE_20050210

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C�P HISTORICAL FILE
1.
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

J 2005 'i'i , i$aM STRODU ENGINEERING " A No. 0417 P. 7
zvwq ()5t0k
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Perm it ' Review
FILLdN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and v_icinit ry 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 William A. Brown
Company Storage Ideas, LLC
Address P.O. BOX 2418 City/State Morehead City, NC Zip 28557 County Carteret
Phone [phone] Fax Email
R t '
PROJECT Name Storage Ideas, LLC
ENGINEER/CONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City/State" MOREHEAD CITY, NC Zip 28557 County CARTERET
Phone [phone] Fax [phone] Email rcullipherAsuoudengineer.com
i
❑ STREAM ORIGINATION CERTIFICATION
❑✓ STORMWATER ❑ Low Density 2 High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development.. , . ❑ Urban Waterfront
0 LAND QUALITY 0 Erosion and Sedimentation Control Plan with 4M acres to be disturbed.
------- ----------- ------ ----- -------------- ------- ---- --------------- . ---_ _-_____----- ----- ----- ------- ------- -------
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ' ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted 3 ❑Jurisdictional Determination has been done
❑ Less than 0,1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
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.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:.,
SW ,-
CAMA $
LQS $
401 $
Total Fee Amount $

Y
tan. 11. 20105 11: i9AM GTROUD ENGINEERING P A
,
No.0457 P. $
Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
STORAGE IDEAS, LLC
January.•5,12005 p
Developer_ STORAGE. IDEAS, LLC
P.O. Box 2418
Morehead City, NI C 28557
Engineer: Stroud Engineering, P.A.
i 151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
I. Type of Development
This project consists of construction of 6 storage buildings, driveways, drainage, and site
utilities. The site area is 100 acres.
Earth Disturbing Activities 1 1 • t
a. Excavation and fill for building foundations and floor slabs.
b. Grading associated with driveways. r
c. Excavation and backfill for site utilities.
d. Excavation and backfill for installation of site drainage and excavation of the proposed
stormwater pond.
Soil types
According to the Carteret County Soil Survey, the soils are classified as KuB-Kureb sand
and Mu-Murville mucky sand.
4. Drainage
The site presently drains by surface runoff from the front of the property southward to the
existing canal eventually draining to The Newport River (Deep Creek - Class Q. Following
construction, all stormwater will be directed to drop inlets and then piped to a stormwater detention
pond adjacent to the eastern property line. Discharge from the pond will be piped to the existing
drainage ditch located along Time Warner Drive.
B. Erosion and Sedimentation Control Measuies',,
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.
l . 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 sedimentation in controlled.
2. Sediment Basins- The detention pond to be constructed between the driveway and Time Warner
Drive and will serve as a sediment basin during construction. Sediment volume from the earth
disturbing activities draining to the pond is estimated to be 5400 cubic feet based on 3.00 acres of
disturbance. The pond has a capacity in excess of 13500 cubic feet. Once construction is
completed basin shall be cleaned to the original design depth.
3. Temporary Sediment Trap — A sediment trap will be constructed as shown on plans and serve to
trap sediment and prevent from the sediment moving off site in concentrated areas.
4. Riprap outlet protection- Riprap to be installed at locations shown on plans to reduce energy at high
velocity areas.
5. Seeding - All disturbed areas will be seeded within 14 days following construction in accordance
with the seeding schedule ahown on plans., '
6. Existing Asphalt Construction Entrance"— Existing asphalt construction entrance will be used to
reduce transport of sediment off site. �� � '
i
7. Drop Inlet Protection - inlet protection, silt fence around inlets, will be used to reduce the amount
of sediment entering the storm drainage piping system during construction.

Jan, 11. 2005 11:190 STROUD ENGINEERING F',.A. No. 0451 P, 9
C. Time Sequence of Operations
1. Install silt fencing at specified locations.
2. Complete clearing and grubbing operations.
3. Excavate, rough grade and construct stormwater detention basin with overflow device.
4. Rough grade parking areas and begin preparation of building site.
S. Seed and mulch all areas of disturbance not to be paved within 14 days of land disturbance.
6. Install drop inlets and stone drainage piping with sedimentation control measures as shown on
detail. I.
7. Fine grade drive and parking area and place stone base course.
8. Construct building.
9. Pave drives.
10. Perform final grading, seed and mulch all remaining disttirbed`areas.
11. Remove accumulated sediment from stormwater detention basin collection system and perform
final grading of basin. ,
12, Install wet detention basin vegetation as specified.
D. Design Assumptions
I. Design storm is ten years.
2. The rational method was used for design.
E. Wet Detention Basin Operation and Maintenance
1. After every significant runoff producing rainfall event and at least monthly:
a, inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
b. Check and clear the orifice and overflow device of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed_
3. Inspect and repair the collection system (piping, flumes; swales, rip rap) quarterly to maintain
proper functioning. s .-4;.
4. Remove accumulated sediment from the wet detention basin systems semi-annually or when depth
is reduced to 75% of the oiiginal,design depth.
Main Basin Forebay
Pond original design depth: 5.50, 3.00'
sediment removal benchmark depth: 4.13' 2.25'
Removed sediment shall be disposed of in an appropriate manner in no way adversely impacting
water quality.
5. Remove cattails and other indigenous plants when they cover 50% of the basin surface.
F. Coastal Stormwater Regulations L .
The North Carolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January 1, 1998: these regulations are detailed in 15 NCAC 2H.1000
Stormwater Runoff Disposal. These: rules allow for a developmeni�6 be considered under various options.
This project is submitted for approval consideration tinder Section .1003(d)(2).
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2005 i : i6'M STRODU EN'GiNEER1NIA Ne. 0457 F. 2
Attention: Cameron Weaver
Order of transmittal: Would you please do these in the order
shown below.
1. Wayne See Property — 4 pages
2. Storage Ideas, LLC — 5 pages
3. GATCO 11, LLC — 4 pages
If you have any question, please give me a call @ 252-247-7479
Thank You,
Brad McMannen

lwn. 1 i, 2005 1 i ; OM
151 A Hwy 24
Morehead City, NC 28557
252-247-7478 Phone
252.247,4098 - Fax
FaX
STROB ENGINEERING P A;
No. 0457 P, i
Stroud Engineering; P.A.
To: Y! eQ er— From:
F= —1 j 0 5� a L O`1 Pages-) �1
Phone: _ w Date:
Re: CC:
0 Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
0 Comments:
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i

State Stormwater Management Systems
Permit No, SW8 050115
STATE OF NORTH CAROLINA
IJL1- I1%1%R IVILI\ I VI "Ili V 11\VI�IIYILI' R 11IfLJ I�IPA U Rki- R\E�7VUR\VEJ
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
William A. Brown and Storage Ideas, LLC
Storage Ideas, LLC
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 16, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 93,273 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 0 square feet.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050115
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9cres:
120,272
Onsite, ft :
120,272
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
93,272
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
5.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
26.0
g.
Permanent Pool Surface Area, ft2:
6,234
h.
Permitted Storage Volume, ft3:
11,846
i.
Temporary Storage Elevation, FMSL:
27.5
j.
Controlling Orifice:
1.25" 0 pipe
k.
Permitted Forebay Volume, ft3:
3,294
I.
Receiving Stream/River Basin:
Newport River/ White Oak
M.
Stream Index Number:
21-11
n.
Classification of Water Body:
"C"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050115
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
.ri i_ ai-rrrnrrra� �r��ii'r��� inrurr... iau urn
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050115
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 16 day of February 2005.
NORTH-CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ZIJI;71a'�e
Alan-w KlimeK, F'.L., Uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050115
Storage Ideas, LLC
hlD n\Alf$ r% ^A A r_
Carteret County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050115
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
.2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
.3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Cateret County Building Inspections
Page 7 of 7

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
February 14, 2005
Mr. Paul Bartlett
NCDENR
Water Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Storage Ideas, LLC
SW8 0501t5
Dear Paul,
R�CF,IVF,D
FEB 1 6 2005
BY:
We are in receipt of your letter dated February 10, 2005, requesting for additional information to continue
your review. The additional information requested has been addressed as follows:
1. Please correct the % Impervious Area entry in Section 111.6 of the application to read
77.55% to be consistent with the application envy gfSection 111.4 and the stamped
calculations. This appears to be a typo onlv that does not effect area calculations.
The % impervious area entry in section I11.6 has been changed to show the corrected 77.55%.
2. Please label the Storage Pool (27.5' contour detail) and Permanent Pool (26' contour detail)
for which the detailed dimensions apply on the Pond Details drawing. Please correct the
Main Basin chord length entries to read 7.07' for radius #1 and #2 and 26.4 for radius #3
and #4. These appear to be typos only that do not effect area and volume calculations.
On the pond detail page, the storage pool and permanent pool contours were labeled
appropriately. The curve data for the main basin and forebay have been changed to show the
corrected length and radius.
3. Please modify the orifice design to minimize clogging. A sketch with a suggested design is
attached that incorporates the 1.25 in. diameter PVC orifice in a plate, and a 6 in. diameter
PVC pipe for overflow that penetrates the overflow device to the orifice plate. The orifice is
readily accessible for servicing and there is less chance of clogging in a 6 in diameter
overflow pipe than in a 1.25 in diameter pipe.
The size of the PVC pipe has been changed from 1.25" to 6" as suggested, minimizing
clogging, The 6" PVC pipe will enter the overflow device where it will be capped for a 1.25"
orifice as shown on the overflow device detail.
If you have any additional questions or comments, please do not hesitate to contact me.
♦
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♦abier
—Ronal ' CuSpher, P.E.
f e
{
1330 s � • y
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p •, ( O /}.
o • �;!N L.•QxN
107 COMMERCE ST aaa HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE ��f eeu+++151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

February 3, 2005
E
Ms. Linda Lewis
NCDENR
Land Quality Section
127 Cardinal Drive Ext. BY'
Wilmington, NC 28405
r
Dear Linda
The additional information requested is attached and lisicd below:
RECEIVED
F�R �0
BY:
1. Wayne See Property
a. Drainage map showing the Elks Lodge included.
b. Information that will be included in Mr. Wayne See's restrictive covenants.
/ 2. Storage Ideas, LLC
+� a. Deed
b. Revised narrative with the information about the existing building that will remain as is.
3. GATCO II, LLC
a. Letter authorizing him to sign for GATCO 11, LLC
b. *Deed - Alden is closing this week and I will send you the new deeds as soon as possible.
If you have any additional questions or comments, please do not hesitate to contact me.
Sincerely,
Farad McMannen

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
STORAGE IDEAS, LLCMC1aA1aD)HH
January 5, 2005Developer: STORAGE IDhAS, LLC
E'.O. Box 2418Morchead City, NC 28557
Engineer: Stroud Engineering, P.A.
15 l -A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
1. Type of Development
This project consists of construction off) storage buildings, driveways, drainage, and site
utilities. The site area is 3.00 acres.
Barth Disturbing Activities
a. Excavation and fill for building foundations and floor slabs.
h. Grading associated with driveways.
C. Excavation and backfill for site utilities.
d. Excavation and backfili for installation of site drainage and excavation of the proposed
stormwater pond.
Soil types
According to the Carteret County Soil Survey, the soils are classified as KuB-Kureb sand
and lulu-Murville mucky sand.
Drainage
The site presently drains by surface runoff from the front of the property southward to the
existing canal eventually draining to The Newport River (Deep Creek - Class C). Following
construction, all stonnwater will be directed to drop inlets and then piped to a stonnwater detention
pond adjacent to the eastern property line. Discharge from the pond will be piped to the existing
drainage ditch located along Time Warner Drive.
On the site, there is an existing structure that was built prior to 1988 that will remain as
is. The structure has a roof that slopes off towards the rear of the building to the northern property
line, The stonnwater runoff from this structure will be diverted around the property by way of
drainage ditches.
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 bn-ading
and excavation activities within a certain area will be protected as soon as that activity is complete.
1. 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 sedimentation in controlled.
2. Sediment Basins- The detention pond to be constructed between the driveway and Time Warner
Drive and will serve as a sediment basin during construction. Sediment volume from the earth
disturbing activities draining to the pond is estimated to be 5400 cubic feet based on 3.0.0 acres of
disturbance. The pond has a capacity in excess of 13500 cubic feet. Once construction is
completed basin shall be cleaned to the original design depth.
3. Temporary Sediment Trap — A sediment trap will be constructed as shown on plans and serve to
trap sediment and prevent from the sediment moving off -site in concentrated areas.
4. Riprap outlet protection- Riprap to be installed at locations shown on plans to reduce energy at high
velocity areas.
5. Seeding - All disturbed areas will be seeded within 14 days following construction in accordance
with the seeding schedule shown on plans.
b. Existing Asphalt Construction Entrance — Existing asphalt construction entrance will be used to
reduce transport of sediment off site.
7. Drop Inlet Protection - Inlet protection, silt fence around inlets, will be used to reduce the amount
of sediment entering the storm drainage piping system during construction.

C. Time Sequence of Operations
1. Install silt fencing at specified locations.
2. Complete clearing and grubbing operations.
3. Excavate, rough grade and construct stornwater detention basin with overflow device.
4. Rough grade parking areas and begin preparation of building site.
5. Seed and mulch all areas of disturbance not to be paved within 14 days ofland disturbance.
6. Install drop inlets and stone drainage piping with sedimentation control measures as shown on
detail.
7. Fine grade drive and parking area and place stone base course.
$. Construct building.
9. Pave drives.
10. Perform final grading, seed and mulch all remaining disturbed areas.
l 1. Remove accumulated sediment from stonnwater detention basin collection system and perform
final grading of basin.
12. Install wet detention basin vegetation as specified.
D. Design Assumptions
l . Design stonn is ten years.
2. The rational method was used for design.
E. Wet Detention Basin Operation and Maintenance
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
b. Check and clear the orifice and overflow device of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (piping, flumes, swales, rip rap) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system s'semi-annually or when depth
is reduced to 75% of the original design depth.
Main Basin Forebay
Pond original design depth: 5.50, 3.00'
sediment removal benchmark depth: 4.13' 2.25'
Removed sediment shall be disposed of in an appropriate manner in no way adversely impacting
water quality.
Remove cattails and other indigenous plants when they cover 50% of the basin surface.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stonnwater
regulations in coastal counties on January 1, 19$8. these regulations are detailed in 15 NCAC 2H.1000
Stormwater Runoff Disposal. These rules allow for a development to be considered under various options.
This project is submitted for approval consideration under Section,1003(d)(2).
'oqt{419e111psv C G
AP, 01`iJ ��V
GSS�p•°•° y % Ronald D. Culli her, P.E. Date
SEAL r
13343
•r�,f Ir �0 9CU s , ,�`�'

CARTERET COUNTY
18713 09/15/2004
$230.00
STATE F NA �.�* a Real Estate
Excise Tax
L
No Title Search Performed by
W. MACK RICE, P.A.
c 30 CIO
NORTH CAROLINA
CARTERET COUNTY
NORTH CAROLINA, CARTERET COUNTY
The foregoing ce0ificato(s) of Nota y Pobt '�c(s) earti
certlfiod to bo CM-oc 1. TNs ICS?rum.—.311t �111i it)i'i
caty are r,uiy ieni rrd at
tho Boos( and Fq(j{t3 t'i!.,4d) 011 ""it) t' 's G:9("C
elanfe hur, Jistar of U eds
CL �` ee-uz0,
A&MjQ puty, Register of Ceaed,
PID#633807792616
WHOLE
GENERAL WARRANTY DEED
THIS DEED, made and entered into this 1.S day of September, 2004,
by and between ANGELO BATTISTA a/k/a ANGELO BATISTO and wife,
FRANCES BATTISTA, hereinafter referred to as "Grantor(s)"; and STORAGE
IDEAS, LLC, a North Carolina limited liability company, whose address is P.O.
Box 1198, Morehead City, NC 28557, hereinafter referred to as "Grantee(s)";
WITNESSETH:
That Grantor(s) in consideration of the sum of Ten Dollars ($10.00) and
other good and valuable consideration to said Grantor(s) paid by the Grantee(s),
the receipt of which is hereby acknowledged, has bargained and sold, and by these
presents does bargain, sell and convey to the said Grantee(s), their heirs and
assigns, the following described property, to wit:
Lying and being in Newport Township. Carteret County, North
Carolina and being more particularly described as all of that tract of
land designated as "PARCEL A-0.28 AC." on survey entitled
"STORAGE IDEAS, L.L.C." prepared by John W. Collier &
Associates, dated 8-20-2003, Revised 9-14-2004 and recorded in LD-
r, r-% r% I/ - _.r"�." T-L� G1 A 0 C ..P /.I

Map Book 30 at Page 572 , Carteret County Registry.
Together with all improvements situate thereon.
(Street Address: 106 Cannon Boulevard, Newport, NC 28570)
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereunto belonging to the said Grantee(s), their heirs
and assigns in fee simple forever, subject to the hereinabove mentioned
encumbrances, if any.
And the said Grantor(s), for themselves, their successors and assigns, do
covenant with said Grantee(s), their heirs and assigns, that said Grantor(s) is/are
seized of said property in fee and have the right to convey same in fee simple; that
the same is free from encumbrances except the encumbrances or restrictions
mentioned above, if any; and that said Grantor(s) will warrant and defend the title
to the same against the lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said Grantor(s) has/have hereunto set
their hand(s) and seal(s) the day and year first above written.
a� SEAL
A GE 0 BATTISTA
(SEAL)
FRANCES B TTISTA

STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
1, s'y-..y l � P_ • /= /- �- / C) ? T a Notary Public in
and for said county and state, do hereby certify that ANGELO BATTISTA and
FRANCES BATTISTA appeared before me this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed.
7-11
Witness my hand and official seal, this the /J day of September, 2004.
Not. Public V, -4�Xtgti�i��
My Commission Expires: /Q j p NOTgR j-
UBLIC,
STATE OF NORTH CAROLINA
�"//1I COUK "�t�
COUNTY OF CARTERET
The foregoing certificate(s) of
is (are) certified to be correct. "this instrument was presented for registration this
day and hour and duly recorded in the office of the Register of Deeds of.
CARTERET County, NC in Book �, Page
This the day of
o'clock M.
A.D., 20 at
Register of Deeds Asst./Deputy Register of Deeds
R- 0 0 - L(I -5 � — P. ), -

CARTERET COUNTY
18712 09/15/2004
$500.00
g7ATE K, H ftReal EstatPe
RINA f� Excise Tax
L
I'Ie] Ann e ti"i'i:llur
C:t it Tl Rf-.'T
I' .i n)L 3
Palle �)f
NORTH CAROLINA, CARTERET COUNTY
The foregoing cer:iftcate(s) of Nl,r,,ry ts(ar-
certified to be corre--I. Phis ;rratii? [err aor' =!, -::.?;"•-
cate areduly rcg1sif3rr d -,; !1,o J j ii6
the Book and Page shuwn nn the "ire; r,,.,�;-
/Me nl Arthur, 4 '. ;cr of Doods
A*04p , R isler o, Oaeas
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 500.00
633919702028,633807792594,
Parcel Identifier No._6-Ugf)7791 5fL3—&— Verified by County on the day of 120
By: 63:I83 Z795396
Mail/Boxto-. Ma.gnn & Ma.Gnn, P-A. P_Q. nrnwar 99, Mpraha�_ ,—NC 28557
This instrument was prepared by:_Edit-h W_ Mafinn, At4arnay at- T.nw
Brief description for the Index: 1ract., 1,90 & hi Mal,_36/ 577a Newport -
THIS DEED made this 1 4rh day of qc nt-pmhpr 20_aL, by and between
GRANTOR
ASHLEY PLACE DEVELOPMENT, INC., a North
Carolina corporation
GRANTEE
STORAGE IDEAS, LLC, a North Carolina
limited liability company
P.O. Box 1198
Morehead City, NC 28557
Enter in appropriate block for each party: name, address, and, if appropriate, character 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.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of N/A f Newport Township, Carteret County,
North Carolina and more particularly described as follows:
FOR LEGAL DESCRIPTION SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY
REFERENCE.
Book 540 ,Page 335
The praperty YhaciflalbOve described wag acquired by Grantor by instrument recorded in Book 54fL page
A map showing the above described property is recorded in Plat Book 30 page 572 j
� (
NC Bar Association Form No. 3 © 1976, Revised © 1977, 2002 + James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 l i www.JamesWilliams.com

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
EASEMENTS, RESTRICTIONS AND RIGHTS —OF —WAY OF RECORD
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
t PLACE DEVELOPMENT- INC.- (SEAL)
(Entity Name)
r?,�..
-L-Q�
By: _Z
(SEAL)
Title: President
0
x
By:
(SEAL)
Title:
�
a
By:
(SEAL)
Title:
Au�I+I 0
Aq�111
�o Npt�FtY ';F
PUBLIC : U-
a State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and
Y acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my
hand and Notarial stamp or seal this day of 20_.
a
My Commission Expires:
Notary Public
State of North Carolina - County of C
y 1, the undersigned Notary Public of the County and State aforesaid, certify that
Gorbin Chandalc personally came before me this day and
z
Dacknowledgedthat — he is the President of Ashley Plare nPzeln ml, ant, Inc.
L4 a North Carolina or corporation/limited liability company/general partnershipllimited
partnership (strike through the inapplicable), and that by authority duly given and as the act of each entity,
d —he signed the forgoing instrument in its parne on its behalf as its act and deed. Witness my hand and
� Notarial stamp or seal this _ __ /. G_ _ day of s e nt emh e r , 20D_4
W
My Commission Expires:
tNuLacy ruwIc
State of North Carolina - County of
],the undersigned Notary Public of the County and State aforesaid, certify that
Z
Witness my hand and Notarial stamp or seal this day of 120
My Commission Expires:
Notary Public
The foregoing Certificate(s) of . is/are certified to be correct.
This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the first page hereof.
as
Register of Deeds for
Deputy/Assistant - Register of Deeds
County
NC Bar Association Form No. 3 © 1976, Revised Q 1977, 2002
Printed by Agreement with the NC Bar Association - 1981
* James Williams & Co., Inc.
www.JamesWilliams.com

EXHIBIT "A"
Lying and being in Newport Township, Carteret County, North Carolina and being more
particularly described as all of those certains tract or parcels of land designated as "TRACT 1
"TRACT 2" , "TRACT 3" and "TRACT 4" on survey entitled "STORAGE IDEAS, L.L.C."
prepared by John W. Collier & Associates, dated 5-20-2003, Revised 9-14-2004 and recorded in
Map Book 30 at Page 572, Carteret County Registry. Together with all improvements situate
thereon. This property is conveyed together with and subject to the rights of others in that
certain 60' access easement; and the "Planting Easement" affecting Tracts 3 and 4, as shown and
described by the aforesaid Map and by the map of the Ashley Place Subdivision -Section One
recorded in Map Book 19, Page 16 Carteret Registry.
This conveyance is made subject to all matters shown on the above -referenced Map and the
Grantee, by the recording of this Deed, accepts the property subject to those matters.

P. 1
f
FILE MODE
-
883 MEMORYTX
?� COMMUNICATION RESULT REPORT (,FEB.10.8005 11:09AM )
�.: TTI NCDENR WIRO
OPTION i ADDRESS'(GROUP)-; - RESULT
---------PAGE--
-----------------------
---1252474098,',a 1,-F,- - -------------OK P. 4i4
,
e F
,I `
----REASON FOR ERROR---
E-1) HANG UP OR LINE FAIL E2) BUSY
FACSIMILE
E--3) NO ANSWER - CONNECTION
State of North Carolina .s
Department of Environment and Natural Resources
Wilmingto Reglar�al,Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
I I - -
Date: 2110/05
To: Ronald D. Culllpher, P.E.
Company: Stroud Engineering, P.A.
FAX #: [phone]
DWQ Stormwater Project Number: SY
Project Name: Storage Ideas, LLC
MESSAGE:
Ron,
Attached is a Request for Additional Info
The original will be sent by mail to Mr. 9
No. of Pages: 4 (Incl. Cover)
From: Paul Bartlett
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
0501
11
ation for the Storage Ideas, LLC project,
in. A dopy will be sent by mail to you,
/anyou,

State of North Carolina
4 Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 2110/05 No. of Pages: 4 (Intl. Cover)
To: Ronald D. Cullipher, P.E. From: Paul Bartlett
Company: Stroud Engineering, P.A. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050115
Project Name: Storage Ideas, LLC
MESSAGE:
Ron,
Attached is a Request for Additional Information for the Storage Ideas, LLC project.
The original will be sent by mail to Mr. Brown. A copy will be sent by mail to you.
Than you,
Paul T. Bartlett, P.E.
ENBlptb: S:1WQSISTORMWATIADDINF0120051050116
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

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: 2110/05 No. of Pages: 4 (Incl. Cover)
To: Ronald D. Cullipher, P.E. From: Paul Bartlett
Company: Stroud Engineering, P.A. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050115
Project Name: Storage Ideas, LLC
MESSAGE:
Ron,
Attached is a Request for Additional Information for the Storage Ideas, LLC project.
The original will be sent by mail to Mr. Brown. A copy will be sent by mail to you.
YThanyou,
Paul T. Bartlett, P.E.
ENBlptb: S:IWQSISTORMWATIADDINF0120051050116
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

WATF,�QG
UJ �
February 10, 2005
Mr. William A. Brown
Storage Ideas, LLC
P.O. Box 2418
Morehead City, NC 28557
Subject: Request for Additional Information
Stormwater Project No. SW8 050115
Storage Ideas, LLC
Carteret County
Dear Mr. Brown:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Storage Ideas, LLC on January 25, 2005. A preliminary review of that information has
determined that the on
is not complete. The following information is needed to
continue the stormwater review:
�1 Please correct the % Impervious Area entry in Section 111.6. of the application to
read 77.55% to be consistent with the application entry of Section 111.4. and the
stamped calculations. This appears to be a typo only that does not effect area
calculations.
2. Please label the Storage Pool (27.9 contour detail) and Permanent Pool (26
contour detail) for which the detailed dimensions apply on the Pond Details
drawing. Please correct the Main Basin chord length entries to read 7.07 for
radius #1 and #2 and 26.4' for radius #3 and #4. These appear to be typos only
that do not effect area and volume calculations.
3. Please modify the orifice design to minimize clogging. A sketch with a suggested
design is attached that incorporates the 1.25-inch diameter PVC orifice in a plate,
and a 6-inch diameter PVC pipe for the overflow that penetrates the overflow
device to the orifice plate. The orifice is readily accessible for servicing and there
is less chance of clogging in a 6-inch diameter overflow pipe than in a 1.25-inch
diameter pipe.
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 February 17, 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. The
Division is allowed 90 days from the receipt of a completed application to issue the
permit.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarolina
Nafura!!rl
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr. William A. Brown
February 10, 2005
Stormwater Application No. SW8 050115
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].
Sincer ly,
7
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:1WQSISTORMWATERIADDINFO120051050115
cc: Ronald D. Cullipher, P.E., Stroud Engineering, P.A.
VPaul Bartlett
Page 2 of 2

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t._ 1, ,y r§K + .-•.�. �_.., .._._. �euoca�s— .-��. _ ,?tom-,•n^',__'�S'A'1:,.`�.._:....
s
- �I r r - •,111,s�nu r r.
)( I 4"
PLAN VIEW
;Tr]RAGF r�Cn:,l- r r1vFFiFLOW; EL 2r;-0
<G.u-- ----- ---- - - - - - - -
1 ('vC f�F? -F
L5i 1� r�T•V
-PERMAPIFt4r Pria EL 7.5.0
5.0---------___
G�.Ci- - - - -- p -"-- - -- ------
12 SUBMERGENCE W/
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23.0------------------. /i0c'm6Y�
22 0 --
SECTION B-B
OVERFLOW DEVICE
SCALE: 1"= 2`
a . 00 '
- 5.U0' —

Ep
STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557�y
[phone]
TO C D F T
( J 1E1�s
DWQ
PROD # ,
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LLIEVU[212 ®LJ V o ! LJVQ3!.lLILJ LJ LJZ 1LL
DATE
-2±
JOB NO.
36-
ATTENTION
e n^2/C3Yt C
RE:
IN
Vo , L
V
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
`x /`PSG ; .►-,
j q Lov # Its
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
0 Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
MIMIC*
SIGNED: .-A mcm
If enclosures are not as noted, kindly notify us at once.

fy
STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
00
[phone]
TO AIC D CIV 2
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LL IE LJ Lf IEn @ I LJ MM M LJ lJ LM
DATE
-a
JOB NO.
-842
AT_rZ d1 `
t
RE:
wr L1.
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
SS 0 r
rla,rr 1 s
y
Sly t'/t1W� �P/ t.
i.l
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
JAN 2
COPY TO
SIGNED: %7 YnaV-1,
If enclosures are not as noted, kindly notify us at once.

'•,
��_ ._ __
i e
1
t

L ��M
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver 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
Company
Address
Phone [phone]
Name William A. Brown
Storage Ideas, LLC
P.O. BOX 2418
PROJECT Name Storage Ideas, LLC
City/State Morehead City, NC Zip 28557 County Carteret
ax Email
ENGINEER/CONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City/State MOREHEAD CITY, NC ZIp 28557 County CARTERET
Phone [phone] Fax [phone] Email [e-mail]
❑ STREAM ORIGINATION CERTIFICATION
❑✓ STORMWA TER El Low Density © High Density -Detention Pond ❑ Nigh Density -Other
El Low Density -Curb & Gutter El High Density -Infiltration El Off Site
❑ COASTAL El Excavation & Fill ❑ Bridges & Culverts El Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
✓❑ LAND QUALITY ❑✓ Erosion and Sedimentation Control Plan with 4.00 acres to be disturbed.
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
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.
For DENP use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

r i l
Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTM ENT OF THE
Secretary SECRETARY QF STATE
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Corporation Names
Name Name Type
NC Storage Ideas, LLC Legal
Limited Liability Company Information
SOSID:
0740975
FID:
Status:
Current -Active
Date Formed:
8/26/2004
Citizenship:
Domestic
State of Inc.:
NC
Duration:
09/01 /2054
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address
Gainey, John W.
612 Blair Point Road
Morehead City NC 28557
612 Blair Point Road
Morehead City NC 28557
612 Blair Point Road
Morehead City NC 28557
612 Blair Point Road
Morehead City NC 28557
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http:Hwww.secretary.state.nc.us/Corporations/Corp.aspx?PItemld=b512724
2/9/2005

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.� SOSID: 740975
Date Filed: 8/26/2004 4:51:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200423800138
* Filed: I
*
State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
OF
STORAGE IDEAS, LLC '
I
Pursuant to Section 57C-2-20 of the General Statues of North Carolina, the
undersigned does hereby submit these Articles of Organization for the purpose of forming a Limited
Liability Company.
FIRST: The name of the Limited Liability Company is:
Storage Ideas, LLC
SECOND: The latest date on which the Limited Liability Company is to dissolve is September 1,
2054.
THIRD: The street address of the initial registered office of the Limited Liability Company in North
Carolina is 612 Blair Point Road, Morehead City, Carteret County, N.C. 28557, and the name of the
initial registered agent of the Limited Liability Company to whom process may be sent in North
Carolina at that address is John W. Gainey.
i
FOURTH: The principal office of the Limited Liability Company is 612 Blair Point Road, - --'
Morehead City, Carteret County, 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 be
managers of the Limited Liability Company.
[ ] (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.
SEVENTH: The name and business address of the Organizer of the Limited Liability Company are:
John W. Gainey, 612 Blair Point Road, Morehead City, Carteret County, N. C. 28557,

t
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 filing, unless a date and/or time is
specified here:
IN WITNESS WHEREOF, the undersigned has executed and acknowledged these Articles of
Organization on August &, 2004.
Return to:
L. Patten Mason
Mason & Mason, P.A.
225 Professional Circle
Morehead City, NC 28557
Jo W. Gainey ��---"
Organizer
2

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Masontown quadrangle M=-3,831
Projection is UTM Zone 18 NAD83 Datum G=-1.072
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[1-6] Cannon Blvd
Newport NC
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