SW8061231_HISTORICAL FILE_20091014

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0lp 12'S1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
L`] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
206°I 1014
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
October 14, 2009
Wayne Morton, Manager
TWC Enterprises LLC
3950 New Bern Hwy
Jacksonville, NC 28546
NC®ENR
Department of Environment and
Division of Water Quality
Coleen H Sullins
Director
Natural Resources
Subject State Stormwater Management Permit No SW8 061231 MOD
Affordable Self Storage
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr Morton
Dee Freeman
Secretary
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Affordable Self Storage on October 2, 2009 Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 and Session Law 2008-211 We are forwarding
Permit No SW8 061231 MOD dated October 14, 2009, for the construction of the subject project
This permit shall be effective from the date of issuance until January 19, 2017, and shall be subject to
the conditions and limitations as specified therein Please pay special attention to the Operation and
Maintenance requirements in this permit Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P O Drawer
27447, Raleigh, INC 27611-7447 Unless such demands are made this permit shall be final and
binding
If you have any questions, or need additional information concerning this matter, please contact Chris
Baker, or me at [phone]
Sincerely,
eorge Scott
Stormwater Supervisor
Division of Water Quality
GDS/csb S \WQS\STORMWATER\PERMIT\061231 MOD oct09
cc David Newsom, P E , Crystal Coast Engineering, PA
Onslow County Building Inspections
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 NorthCarohna
Phone [phone] \ FAX [phone] \ Customer Service 1-8776236748 //
Internet v ncwaterquality org AmirWil

State Stormwater Management Systems
Permit No SW8 061231 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Wayne Morton and TWC Enterprises, LLC
Affordable Self Storage
North Creek Drive, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance
with the provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter
collectively referred to as the "stormwater rules') 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 January 19, 2017, 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 18 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 356,502 square feet of
impervious area
3 A 50' wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters
4 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 100,000 square feet
5 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
6 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 061231MOD
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a
Drainage Area, acres
1007
Onsite, ft
438,696
Offsite, ft2
None
b
Total Impervious Surfaces, ft2
356,502
Onsite, ft2
356,502
Offsite, ft2
None
c
Design Storm, inches
1 5
d
Average Pond Design Depth, feet
50
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSI
360
Permanent Pool Surface Arei, ft
33,697
h
Permitted Storage Volume, ft
44,687
1
Temporary Storage Elevation, FMSL
3721
I
Pre-dev 1 yr-24 hr discharge rate, cfs
023
k
Controlling Orifice
2 5"0 pipe
I
Orifice flowrate, cfs
Oil
m
Permanent Pool Volume, ft3
166,507
n
Permitted Forebay Volume, ft3
31,095
o
Fountain Horsepower
1/2
p
Receiving Stream/River Basin
Northeast Creek / White Oak
q
Stream Index Number
19-16-(0 5)
r
Classification of Water Body
"SC,NSW'
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 time 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 re -vegetation 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
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting documentation
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 061231 MOD
6 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 1/2 horsepower
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 for inspection and maintenance shall be
maintained via appropriate recorded 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 development, subdivision, acquisition, lease or sale of any, all or
part of the project area
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times
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
specified in the notice, the permittee shall submit a written time schedule to the
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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 061231MOD
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director At least 30 days prior to making a change of ownership,
or a name change of the owner or of the project, or a mailing address change,
the permittee must submit a completed and signed Name/Ownership Change
Form to the Division of Water Quality, accompanied by the supporting
documentation as listed on the form 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 Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit
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
4 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
5 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
6 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
7 The permit remains in force and effect until modified, revoked, terminated or
renewed The permit may be modified, revoked and reissued or terminated for
cause The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition
8 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
9 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
10 The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit The renewal request must include the appropriate
documentation and the processing fee
Permit issued this the 14th day of October, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
csc
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 061231 MOD
Affordable Self Storage
Stormwater Permit No SW8 061231 MOD
Onslow 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 specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 061231 MOD
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 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 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-
circurting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized and located 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
16 All components of the stormwater BMP are located in either recorded
common areas, or recorded easements
cc NCDENR-DWQ Regional Office
Onslow County Budding Inspections
Page 7 of 7

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
- o
- S
L1 l
Applicable Rules ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construchon
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Protect Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and mamtenance agreements, etc )
Affordable Self Storage Phase II
2 Location of Project (street address)
City White Oak Twp County Onslow Zip 28546
3 Direchons to project (from nearest major intersection)
From the intersection of US 17 & NC 258 in Jacksonville, north on US 17 approx 5 4 miles to North Creek Dr
Right on North Creek Drive to end, site on right
4 Latitude 34* 48' 17" N Longitude 770 21' 05" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification
b If this application is beingg submitted as the result of a modihcahon to an existing permit, list the existing
permit numberSW8 061231 , its issue date (if known)1/17/07 (Rev 7/27/09) _ and the status
of construction ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2 Specify the type of project (check one)
[]Low Density ®High Density ❑Drams to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®Sedimentahon/Erosion Control 100 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit Sedimentahon/
Eros
ion Control Affordable Self Storage Phase II,
Project ID ONSLO-2009-125, Permit issued 6/23/09
7�ECEI ED
OCT 0 S 2009
BY:
Form SWU-101 Version 07July2009 Page I of 6

III CONTACT INFORMATION
1 a Print Applicant / Signing Official's name and title (specifically the developer, ploperty owner, lessee,
designated government official, individual, etc who owns the protect) I OCT © 8 ZOG9
Applicant/Organization
Signing Official & Title C Wayne Morton, Manager
b Contact information for person listed in item la above
Street Address
City Jacksonville State
Mailing Address (if applicable)
City
Phone (910 ) 347-1725
State
Fax
Zip 28546
Zip
Email N/A
c Please check the appropriate box The applicant listed above is
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below )
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (This is the
person who owns the property that the project is located on)
Property Owner/Organization
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City _
Phone
Email
State
State
Fax
Zip
Zip
3 a (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City
Phone
Email
State
Fax
Zip
Form SWU-101 Version 07July2009 Page 2 of 6

4 Local jurisdiction for building permits
njr�k_ r.l V b,"
OCT 0 S nog
Point of Contact George Lacey Phone If
IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Existing wet detention pond will be enlarged to accommodate a proposed expansion to mmi-storage facility
and roadway extension
2 a If claiming vested rights, identify the supportmg documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Budding Permit Issued Date
❑ Other Date
b Identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3 Stormwater runoff from this project drams to the White Oak (New) River basin
4 Total Property Area 12 68 acres 5 Total Coastal Wetlands Area -0- acres
6 Total Surface Water Area -0- acres
7 Total Property Area (4) —Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area' 12 68 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 64 5 %
9 How many drainage areas does the project have9l (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use 1 for the whole property area)
10 Complete the following mformahon for each drainage area idenhfied in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drama Area
Drainage Area
Drainage Area
Drainage Area _
e
otecse
Stream Class
Stream Index Number
- -T�
Total Drainage Area s
s
On -site Drainage Area s
s
Off -site Drainage Area s
-
Proposed Impervious Area (sf)
s
Impervious Area (total)
°
Irri rvio is Surface Area
8Nsite
ramage Area _
Drainage Area _
ramage Area _
Drainage Area _
ui ings ots s
s
-site Streets s
s
On -site Parking s
s
site Sidewalks (sf)
Other on -site s
-
uhire s
s
site s-0-
Existing s
s
Total s
s
* Stream Class and Index Number can be determined at http //h2o enr state nc us/bims/reports/reportsWB html
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-101 Version 07July2009 Page 3 of 6

*** Report only that amount of existing BUA that will remain after development Do not report any existing BUA that
is to be removed and which will be replaced by new BUA MY
11 How was the off -site impervious area listed above determined? Provide
Protects in Union County Contact DWQ Central Office staff to check if the project is located w t in a Threatened & I
Endangered Species watershed that may be subject to more stringent stormwater requirements as _ XIYG1C--02B=0600--JJ
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http //h2o enr state nc us/su/bmp_forms htm
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application instruction sheet and BMP
checklists are available from http //h2o enr state nc us/su/bmp_forms htm The complete application
package should be submitted to the appropriate DWQ Office (The appropriate office maybe found by locating
project on the interactive online map at http //h2o enr state nc us/su/msi_maps htm )
Please indicate that the following required information have been provided by initialing in the space provided for
each item All original documents MUST be signed and initialed in blue ink Download the latest versions for
each submitted application package from http //h2o enr state nc us/su/bmp_forms htm
Initials
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to w
http //www envhelp org[ pages/ onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting) , / /
5 A detailed narrative (one to two pages) describing the stormwater treatment/managementfor I/j/r/
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the PM/ --
receiving stream drains to class SA waters within i/a mile of the site boundary, include the ' i
mile radiuson the map
7 Sealedd,,signed
siggned and dated calculations
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
I Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separate document)
Form SWU-101 Version 07July2009 Page 4 of 6

p Vegetated buffers (where required) OCT O u° 2�09 I
Copy of any applicable soils report with the associated SHWT levahons (Please identif
elevations in addition to de ths) as well as a map of the born lions with the existing
P
elevations and boring logs Include an 8 5"x11" copy of the N s map -with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone] ) 330 —3-7cj
10 A copy of the most current property deed Deed book 2781 Page No 368
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H 1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http //www secretary state nc us/Corporations/CSearch aspx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot saes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed iestnchon form The appropriate deed restrictions and
protective covenants forms can be downloaded from
http //h2o enr state nc us/su/bmp forms htm#deed restrictions Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer David K Newsom, PE
Consulting Firm Crystal Coast Engineering, PA
Mailing Address 3817-3 Freedom Way
City Hubert State NC Zip 28539
Phone (910 ) 325-0006
Email crystalcoastengi@bizec rr com
Fax (910 ) 325-0060
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item IN to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
Form SWU-101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215 1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature
a Notary Public for the State of
do hereby certify that
Date
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
=BY.
SEAL
My commission expires
X APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) C Wayne Morton
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
apphcable stormwater rules and r B NCAC ZH 1000, SL 2006-246 (Ph II — Post Construction) or SL 2008-211
Signature V Date K//d �Zad`7
I, � _, a Notary Public for the State of —6M c��It A.4 . County of
QIl�CS do hereby certify that C. &)4q!C- 14&46r1 personally appeared
before me this L day of '5zp40 (� , a00 � • and cknowledge t e diiexecution of the application for
a stormwater permit Witness my hand and official seal,
,%1U
\0 \N 11H U4, Q' 9
2� �GTApy, FL
4 O 'OUBI\G U a
2 =�
0 C oUN,�i\\\\\��
SEAL
My commission expires-'`�1 U �� �✓
Form SWU-101 Version 07July2009 Page 6 of 6

State Stormwater Management Systems
Permit No SW8 061231 MOD
Affordable Self Storage
Stormwater Permit No SW8 061231 MOD
Onslow County
Designer's Certification
I, �Ip ILA Aa4 i� , as a duly registered �P2Ej, Y! G/�1/ n the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for �&`/ 2 /PA / (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 specifications
Signature �oz
Registration Number /`J / �V lh
Date
SEP f 3 2010
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 061231 MOD
Certification Requirements
P/q Z 1 The drainage area to the system contains approximately the permitted
acreage
The drainage area to the system contains no more than the permitted
amount of built -upon area
k 3
All the built -upon area associated with the project is graded such that the
,&j
runoff drains to the system
446t 4
All roof drains are located such that the runoff is directed into the system
R41-v
The outlet structure elevations are per the approved plan
Z,,, 6
The outlet structure is located per the approved plans
!=�-'L"
Trash rack is provided on the outlet structure
LU�-8
All slopes are grassed with permanent vegetation
Dgig
Vegetated slopes are no steeper than 3 1
pltLA 0
The inlets are located per the approved plans and do not cause short-
circuiting of the system
1
The permitted amounts of surface area and/or volume have been
provided
/y/12
Required drawdown devices are correctly sized and located per the
approved plans
��_ /0 //
13
All required design depths are provided 1I71+11-'
l�nEr3�y _ 1p '"
%JkZ14
All required parts of the system are provided, such as a vegetated shelf,
and a forebay
P,qf/15
The required system dimensions are provided per the approved plans
dZ
All components of the stormwater BMP are located in either recorded
A16
common areas, or recorded easements
cc NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

TRANSMISSION VERIFICATION REPORT
TIME 10/15/2009 06 37
NAME NCDENR
FAX [phone]
TEL [phone]
DATE,TIME
10/15 06 35
FAX NO /NAME
919103250060
DURATION
00 02 29
PAGE(S)
08
RESULT
OK
MODE
STANDARD
ECM
Slate of North Carolina
Department of Environment and Natural Reconrces
Wilmington Regional Office
Beverly Eaves Perdue, Governor
FAX COVFR SHEET
Date
To
Co
Fax
Rc
Hard Cooy to follow
Dee Freeman, Secretary
No Pages (c,,,cl cove,)
Express Perr, nttng
From Sar:d a Exu
Phone 910 '96-7265
l,—L
al.2) 350-2004
127 Cardmal Dave Extenaton, Wilmington, NC 2g405 0 (910) 71)6-7215 -AT) Equal OPportunity Affir;roit ve Actxcn ETV]cver

3817-3 Freedom Way
Hubert N C 28539
Tel [phone]
Fax [phone]
I
TO-* Janet Russell
NCDENR — Express Pennitting
127 Cardinal Drive Ext
Wilmington, NC 28405
Oct 0 2009
From: Jeanie for David K Newsom
Rw Affordable Self Storage Ph 2 Date: October 8, 2009
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Attached•
Stormwater
One (1) original and one (1) copy Stomiwater Management Permit Application
One (1) original Wet Detention Basin Supplement
One (1) original Wet Detention Basin O&M Agreement
One (1) original Design Calculations
Two (2) copies Narrative
One (1) color USGS map
One (1) copy each of two (2) Deeds
One (1) copy Designer's Certrficabon for onginal Stormwater Pond
One (1) copy TWC Enterprises, LLC Company/ Member Documentation from Secretary of State website
Two (2) sets REVISED plans
One (1) check in the amount of $4,000 as Express Permitting Fee
Erosion/Sedimentabon Control
One (1) original and one (1) copy of Page 1 of REVISED Financial Responsibility Form
One (1) copy each of Two (2) Deeds
Two (2) copies Narrative
Two (2) sets REVISED plans
One (1) check in the amount of $325 00 (Additional Acreage)
Comments -
Revised plans per 10/7/09 Meeting — Submitting for review and, rF acceptable, approval

OCT 0 8 200�
Stormwater Treatment &
Erosion Control Narrative
Affordable Self Storage Phase II
TWC Enterprises, LLC originally proposed and constructed a self storage facility on a 7 29 acres tract located
off US 17 North in the White Oak Township, Onslow County (north of Jacksonville) The development was
permitted under Stormwater Permit SW8 061231, issued January 19, 2007, and included eight (8) 6,000 sf
storage buildings, parking and street extension (North Creek Drive) In addition to the proposed 150,981 sf of
impervious area, the protect included 81,939 sf of "future" impervious area A 13,245 sf wet detention basin
was permitted and constructed to treat runoff from a total of 232,920 sf of impervious area (proposed and
future impervious areas) A Designer's Certification was issued in September, 2008
In May, 2009, the owners wished to slightly expand the facility, and a Plan Revision was issued July 27, 2009
The Plan Revision allowed a portion of the previously permitted "future" impervious area to be used to
construct 33,206 sf of additional mini -storage buildings and parking As there was no change proposed for the
total amount of impervious area, no formal permit modification was required
The owners now wish to further expand the facility with an additional storage building, parking and further
extension of North Creek Drive This proposed additional expansion, however, would exceed the currently
permitted allotment of impervious area Therefore, a permit modification of the original permit (SW8 061231)
is required
In addition to the originally permitted (and now existing) eight (8) buildings, parking and street area (a total of
150,981 sf impervious area), the owners wish to construct 105,521 sf of impervious area (consisting of three
(3) storage buildings, parking and further extension of North Creek Drive ) The proposed expansion would
increase the total impervious area for the protect to 256,502 sf, exceeding the original permitted area of
232,920 sf (including "future" area), by 23,582 sf Therefore, the owners propose to enlarge the existing wet
detention basin to accommodate the additional impervious area
As proposed, the enlarged (33,697 so stormwater pond is designed to accommodate a total of 356,502 sf of
impervious area, as follows
Existing (Phase 1)
Proposed (Phase II)
Total
On -site Buildings
48,000 sf
34,200 sf
82,200 sf
On -site Streets
16,799 sf
41,629 sf
58,428 sf
On -site Parking
86,182 sf
29,692 sf
115,874 sf
Future Reserve
-0-
10%000 sf
100.000 sf
150,981 sf
205,521 sf
356,502 sf
The protect site is located approximately 0 2 miles from Northeast Creek (SC,NSW) in the White Oak Basin
The tract (previously 7 29 acres) has now been extended to 13 34 acres and contains no wetlands within the
disturbed area, which has been upgraded to 5 42 acres
All stormwater emanating from new impervious surfaces that is generated on -site will be collected and directed
to the southern side of the site by a system of sheet drainage, swales and storm drainage pipes
Site topography is gently sloping (0 — 5%) with the lowest elevations towards the southwesterly boundary of
the tract Soils are loamy sand/sandy loam
No water distribution and wastewater facility is required for these new installations

I
1 PROJECT DESCRIPTION
Design Calculations
Stormwater Treatment Facilities
for
Morton Mini Storage Pond Redesign
located in
Onslow County
The Project consists of proposed apartment complex
2 COMPUTE POND AREA REQUIRED
a Compute Percent Impervious
Impervious Areas
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
C
:i
Total
82,200 SF
58,428 SF
115,874 SF
0 SF
0
0
256,502 SF
FUTURE 1R0 000 g 100,000 SF
FUTURE(reserved) 0 0 0
Total 205,521 150,981 356,502 SF
Total Area Drainage to Pond
Percent Impervious = 0 813 or 81 3 %
b Compute Pond Surface Area
Using Surface Area to Drains a Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 4 94 foot pond depth
SAIDA = 5 89 % (interpolated - Select from Highlighted Cell in SAIDA)
Therefore
Surface Area = SAIDA x Drainage Area
= 25,818 SF
c Compute Minimum Pond Dimensions
a38, 996 SF
say 3 ,007 SF
must be> 25,818 SF
RFCRX'VEn
OCT 0 " 2009
BY �---

r
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio
Min Length = 278 30 feet
Min Width = 92 77 feet
Site conditions, however, dictate irregular shaped pond
Hydr Length = 431 0 feet
so, Hydr Width (aN 782 feet (avg)
Actual UW = 55 (irregular shape)
3 DETERMINE REQUIRED STORAGE VOLUME
Design Rainfall Depth = 1.5 inches
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(1) where I = percent impervious
Rv = 0 781 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 42,848 CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 31 side slopes
solving for depth (d) by trial & error
d = 1 26
5 DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day penod
Using onfice equation, solve for Diameter (D) that results in 3-1/2 day penod
D=(Q/0026(h)e)s
Where Q = (Control Volume / 3 5 days x 86,400 sec/day)
0 148 cfs
Solving for D
h= D/3
= 0 42
D = 296 UseF77772 50 " pipe
Actual Drawdown with actual drawdown pipe diameter (using onfice equation)
say �i4,A&7.CF
Must be > 42,848 SF
=RIFEI-C-IFIVE,

REC'MVED
OCT 0 9 2009
BY
Q= 0 105 cfs
Draw Down Period = ' t,7,1 days OK, < 5 0
6 SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow < or+ to 1 5 Feet
Using Rational Formula (Q=CIA) where
Ctmper = 0 9
Cpery = 02
Ccum = 076
110 = 7 16 m/hr
A= 1007ac
Q10 = 54 77 cfs
Using Francis Formula (Q=3 OLH' S) to solve for L such that H = 15 Feet
Min L = 9 937 Linear Feet
Use 7 85 Linear Foot Weir
Use 60" Corregated Alum Structure
7 DETERMINE Q10 STAGE
Q10 = 54 77 cfs
From Routing Analysis, H10 = 1 27
8 DETERMINE Q100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Cimper = 09
Cpery = 02
Ccum = 076
1100= 950 in/hr
A= 1007ac
Q100 = 72 66 cfs
From Routing Analysis, H100= 1158
9 DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV )
Assume primary spillway blocked (i e , emergency spillway to accommodate Q100)

0CT o C Zoos
Emergency spillway shall be abroad crested earthen weird esigned to pass 100 year storm
Using broad crested weir equation H = (Q/(Cw x L))213
where Q = Q100 72 66 cfs
Cw=30
Length = 30 feet
H = 0 87 feet
FrIN&IA4-7_YE-iNI:[0
Compute Actual Pond Volumes (using average end method)
Avg
Main Bay Volume, vat o SF Area (SFI
Pond Bottom 2700 5,482
Bottom Veg Shelf 35 50 23,362 14,422
Normal Pond 3600 27,936 25,649
Main Bay Volume = 135,412 CF
Forebay Volume, Elevation AreaS Area (SFl
Pond Bottom 2600 458
Normal Pond 36 00 5,761 3,110
Forebay Volume = 31,095 CF
Total Pond Volume = 166,507 CF
Total Pond Area = 33,697 SF
Incr Incr
Cum
Depth (FT l Vol (CF)
VolCF
850 122,587
122,587
050 12,825
135,412
Depth (FT Vol (CF l Vol (CF)
1000 31,095 31,095
Forebay Volume equates to I& % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 4 94 feet
Compare to assumed Depth *04 ', feet
Temp. Storage Volume Elevation Area F r SF
Normal Pond 3600 33,697
Temp Pond Level 3721 40,166 36,932
Temporary Level should be 3726 or greater
Temp Pool Volume = 44,687 CF
11 SUMMARY
Pond Elevations
Top Berm (minimum)
Depth (FT) Vol (CF) Vol (CFl
121 44,687 44,687
Relative Actual
1266 3845

100-Yr Storm
10-Yr Storm
Temp Storage
Permanent Pool
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 438,696 sf
Impervious Area 356,502 sf
% Impervious 81 3 %
Design Rainfall Depth 1 5 in
Storage Volume
Min Volume Required 42,848 cf
Volume Provided 44,687 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth
365
in
Rational C, predevelopment
015
Rational C, post development
076
Rainfall Intensity 1 yi 24 hr
015 in/hr
Pre Dev Q1(24 hour)
023 cfs
Post Dev, Q1 (24 hour)
1 16 cfs
Pre/Post Flow Control
093 cfs
Basin Elevations
H= 087
H100 = 1 58
H10 = 1 27
storage depth = 1 21
pond depth = g 00
Basin Bottom Elevation 26 00 feet (Elev)
Sediment Cleanout Elevation 27 00 feet (Elev)
Permanent Pool Elevation 36 00 feet (Elev)
Temporary Pool Elevation 37 21 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
589
Surface Area Required
25,818
sf
Surface Area Provided
33,697
sf
Permanent Pool Volume
166,507
cf
Average Depth
494
feet
Forebay Volume
31,095
cf
Forebay % of Total Volume
187
%
Temporary pool Area
40,166
sf
REC14 v r"
prT
0 C 200'
7BY ,
11 79 37 58 (emerg weir elev)
1148 3727
1021 37 21 (primary weir elev)
900 36 00 (invert out elev)
0 2700

10
Drawdown Calculations
Drawdown Time
4 71 days
Discharge Rate
0 105 cfs
Pre Dev Q1(24 hour)
0 23 cfs
Post Dev Q1 (24 hour)
0 11 cfs
Additional Information
Diameter of onfice
250 in
Design TSS Removal
90 %
Basin Side Slopes
3 1
Vegetated Shelf Slope
10 1
Vegetated Shelf Width
10 It
Length to Width Ratio
6 1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Dram Mechanism
Pump
IRJEC"F:YVIED
OCT 0 on 2009
BY

Simplified Routing Procedure
Protect Affordable Self Storage Pond Redesign
Date 18/27/2009
Increment
minutes
(Must be <
10
minutes)
Orifice
Weir
Pump
Total
Total
Time
Time
Inflow(cfs)
Inflow
Stored Volume
Stage
Water Surface
Outflow
Outflow
Outflow
Outflow
Outflow
Imtnl
(d"
(-QW
(Qo
W)
(W
Elevation
(QW
(QW
(rw
CQW
Lc?1
0
00
000
000
0
000
3600
000
000
000
000
0
1
00
1 22
7316
73
000
3600
001
000
000
001
1
2
00
477
28612
359
002
3602
002
000
000
002
1
3
00
1033
61993
977
004
3604
003
000
000
003
2
4
00
1741
104488
2020
007
3607
004
000
000
004
3
5
00
2539
152315
3541
012
3612
006
000
000
006
3
6
00
3354
201217
5550
018
3618
007
000
000
007
4
7
00
41 14
246840
8014
025
3625
008
000
000
008
5
8
00
4752
2851 26
10860
033
3633
009
000
000
009
6
9
00
5211
312665
13981
042
3642
Oil
000
000
Oil
6
10
00
5450
327007
17245
051
3651
012
000
000
012
7
11
00
5448
326876
20507
059
3659
013
000
000
013
8
12
00
5205
312282
23622
068
3668
013
000
000
013
8
13
00
4742
284526
26459
075
3675
014
000
000
014
9
14
00
41 93
251578
28966
081
3681
015
000
000
015
9
15
00
3704
222247
31180
087
3687
015
000
000
015
9
16
00
3272
196335
33134
092
3692
016
000
000
016
9
17
00
2891
173445
34859
096
3696
016
000
000
016
10
18
00
2554
153223
36382
1 00
3700
016
000
000
016
10
19
00
2256
135359
37725
1 03
3703
017
000
000
017
10
r
20
00
1993
119577
38911
1 06
3706
017
000
000
017
10
o
21
00
1761
105636
39957
1 09
3709
017
000
000
017
10
cas
22
00
1555
93320
40880
1 11
3711
017
000
000
017
10
r�
L
23
00
1374
82440
41694
1 13
3713
017
000
000
017
10
o
24
00
1214
72828
42412
1 15
3715
018
000
000
018
11
r
25
00
1072
64337
43045
1 16
3716
018
000
000
018
11
0

26
00
947
56836
43603
1 18
3718
018
000
000
018
11
27
00
837
50210
44094
1 19
3719
018
000
000
018
11
28
00
739
44356
44527
1 20
3720
018
000
000
018
11
29
00
653
391 84
44908
1 21
3721
018
000
000
018
11
30
00
577
34616
45243
1 22
3722
018
000
000
018
11
31
00
510
30580
45538
1 22
3722
018
000
000
018
11
32
00
450
27015
45798
1 23
3723
018
000
000
018
11
33
00
398
23865
46025
1 24
3724
018
000
000
018
11
34
00
351
21083
46225
1 24
3724
018
000
000
018
11
35
00
310
18625
46400
1 24
3724
018
000
000
018
11
36
00
274
16453
46554
1 25
3725
018
000
000
018
11
37
00
242
14535
46688
1 25
3725
018
000
000
018
11
38
00
214
12840
46806
1 25
3725
018
000
000
018
11
39
00
1 89
11343
46908
1 26
3726
018
000
000
018
11
40
00
1 67
10021
46997
1 26
3726
018
000
000
018
11
41
00
1 48
8852
47075
1 26
3726
018
000
000
018
11
42
00
1 30
7820
471 d2
1 26
3726
018
000
000
018
11
43
00
1 15
6909
47200
1 26
3726
018
000
000
018
11
44
00
1 02
61 03
47250
1 27
3727
018
000
000
018
11
45
00
090
5392
47293
1 27
3727
018
000
000
018
11
46
00
079
4763
47329
1 27
3727
018
000
000
018
11
47
00
070
4208
47360
1 27
3727
018
000
000
018
11
48
00
062
3717
47386
1 27
3727
018
000
000
018
11
49
00
055
3284
47408
1 27
3727
018
000
000
018
11
50
00
048
2901
47426
1 27
3727
018
000
000
018
11
51
00
043
2563
47441
1 27
3727
018
000
000
018
11
52
00
038
2264
47452
1 27
3727
018
000
000
018
11
53
00
033
2000
47461
1 27
3727
018
000
000
018
11
54
00
029
1767
47468
1 27
3727
018
000
000
018
11
55
00
026
1561
47472
1 27
3727
018
000
000
0 18
56
00
023
1379
47475
1 27
3727
018
000
000
018
57
00
020
1218
47476
1 27
3727
018
000
000
018
n
58
00
018
1076
47476
1 27
3727
018
000
000
018
1
—
59
00
016
951
47474
1 27
3727
018
000
000
018
1
60
00
014
840
474 i 1
1 27
3727
018
000
000
018
1
61
00
012
742
474CB
1 27
3727
018
000
000
018
I
can

62
00
Oil
655
47463
1 27
3727
018
000
000
018
11
63
00
010
579
47458
1 27
3727
018
000
000
018
11
64
00
009
511
47452
1 27
3727
018
000
000
018
11
65
00
008
452
47445
1 27
3727
018
000
000
018
11
66
00
007
399
47438
1 27
3727
018
000
000
018
11
67
00
006
353
47431
1 27
3727
018
000
000
018
11
68
00
005
311
47423
1 27
3727
018
000
000
018
11
69
00
005
275
47414
1 27
3727
018
000
000
018
11
70
00
004
243
47406
1 27
3727
018
000
000
018
11
71
00
004
215
47397
1 27
3727
018
000
000
018
11
72
01
003
1 90
47387
1 27
3727
018
000
000
018
11
73
01
003
1 68
47378
1 27
3727
018
000
000
018
11
74
01
002
1 48
47368
1 27
3727
018
000
000
018
11
75
01
002
1 31
47359
1 27
3727
018
000
000
018
11
76
01
002
1 16
47349
1 27
3727
018
000
000
018
11
77
01
002
1 02
47339
1 27
3727
018
000
000
018
11
78
01
002
090
47328
1 27
3727
018
000
000
018
11
79
01
001
080
47318
1 27
3727
018
000
000
018
11
80
01
001
070
47308
1 27
3727
018
000
000
018
11
81
01
001
062
47297
1 27
3727
018
000
000
018
11
82
01
001
055
47287
1 27
3727
018
000
000
018
11
83
01
001
049
47276
1 27
3727
018
000
000
018
11
84
01
001
043
47266
1 27
3727
018
000
000
018
11
85
01
001
038
47255
1 27
3727
018
000
000
018
11
86
01
001
033
47244
1 27
3727
018
000
000
018
11
87
01
000
030
47233
1 27
3727
018
000
000
018
11
88
01
000
026
47223
1 26
3726
018
000
000
018
11
89
01
000
023
47212
1 26
3726
018
000
000
018
11
90
01
000
020
47201
1 26
3726
018
000
000
018
11
91
01
000
018
47190
1 26
3726
018
000
000
018
11
(p
92
01
000
016
47179
1 26
3726
018
000
000
018
11
4
93
01
000
014
47168
1 26
3726
018
000
000
018
11
94
01
000
012
47157
1 26
3726
018
000
000
018
11
95
01
000
Oil
47146
1 26
3726
018
000
000
018
96
01
000
010
47135
1 26
3726
018
000
000
018
11
97
01
000
009
47124
1 26
3726
018
000
000
018
11
0
coo

98
01
000
008
47113
1 26
3726
018
000
000
018
11
99
01
000
007
47102
1 26
3726
018
000
000
018
11
100
01
000
006
47091
1 26
3726
018
000
000
018
11
101
01
000
005
47080
1 26
3726
018
000
000
018
11
102
01
000
005
47069
1 26
3726
018
000
000
018
11
103
01
000
004
47058
1 26
3726
018
000
000
018
11
104
01
000
004
47047
1 26
3726
018
000
000
018
11
105
01
000
003
47036
1 26
3726
018
000
000
018
11
106
01
000
003
47025
1 26
3726
018
000
000
018
11
107
01
000
002
47014
1 26
3726
018
000
000
018
11
108
01
000
002
47003
1 26
3726
018
000
000
018
11
109
01
000
002
46992
1 26
3726
018
000
000
018
11
110
01
000
002
46981
1 26
3726
018
000
000
018
11
111
01
000
002
46970
1 26
3726
018
000
000
018
11
112
01
000
001
46959
1 26
3726
018
000
000
018
11
113
01
000
001
46948
1 26
3726
018
000
000
018
11
114
01
000
001
46937
1 26
3726
018
000
000
018
11
115
01
000
001
46926
1 26
3726
018
000
000
018
11
116
01
000
001
46915
1 26
3726
018
000
000
018
11
117
01
000
001
46904
1 26
3726
018
000
000
018
11
118
01
000
001
46893
1 26
3726
018
000
000
018
11
119
01
000
001
46882
1 26
3726
018
000
000
018
11
120
01
000
000
46871
1 26
3726
018
000
000
018
11
o
O
�(
V
t

Inflow Hydrograph C= 0 76
(Using Malcolm Step Function) I = 1 7 161 in/hr
A= 1 10 071 ac
Qpeak 54 8 cfs
tp = 10 minutes
Time Flow (Q)
(min) (cfs)
0 000
1 1 22
2 477
3 1033
4 1741
5 2539
6 3354
7 41 14
8 4752
9 5211
10 5450
11 5448
12 5205
13 4742
14 41 93
15 3704
16 3272
17 2891
18 2554
19 2256
20 1993
21 1761
22 1555
23 1374
24 1214
25 1072
26 947
27 837
28 739
29 653
30 577
31 510
32 450
33 398
34 351
35 310
36 274
37 242
38 214
39 189
RECEI VV"]E:D
OCT 0 S 2009
BY -_j
Length W'shed=(-- 1100
Height W'shed= 1 101
tc= 10

40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
1 67
148
1 30
1 15
1 02
090
079
070
062
055
048
043
038
033
029
026
023
020
018
016
014
012
Oil
010
009
008
007
006
005
005
004
004
003
003
002
002
002
002
002
001
001
001
001
001
001
001
001
000
000
000
RECENT D
0CT 0 0 2009
BY

90 000
91 000
92 000
93 000
94 000
95 000
96 000
97 000
98 000
99 000
100 000
101 000
102 000
103 000
104 000
105 000
106 000
107 000
108 000
109 000
110 000
111 000
112 000
113 000
114 000
115 000
116 000
117 000
118 000
119 000
120 000
RECEIVED
BY-
T G 5 009

F-04M or,
0
366075
776795
1218875
169287
2199335
273883
z
Stage to -a laZ
0
1 1050801 OI
2 11 26035 0 6931472'
3 11 71085 1 09861231
4' 1203935 1 3862944l
5 1230108 1 6094379
6 1252046 1 7917595
b = 1 1028713
Ks = 36438 961
RECFYrwvv �
OCT 0 S 2009
BY._____
Ze_5i Comment
Contour at Normal Pond (wet pond) or Basin Bottc
1 004193
1 986447
2988684
4025661
5103905
6 227153 Contour at Berm Top
Regression Analysis Y Data Range
Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0 9999452
R Square 0 9998903
Adjusted R 0 9998355
Standard E 0 0085043
Observatio 4
F2106ZLI
df SS MS F igrnficance F
Regressior 1 1 318749 1 318748741 18234 07 5 48E-05
Residual 2 0 000145 7 23233E-05
Total 3 1 318893
X Variable 1 1028713 0 008167 135 033602 5 48E-05 106773 1138013

om (infiltration)
ower 95 Oilpper 95 0%
10 47001 10 53677
1 06773 1 138013
OCT 6 ° 2009
BY

Outlet Device 1 (Orifice)
Diameter of Orifice = F 2 Sjin
Cd= 061
Cross Sectional Area = 0 034071 sf
g = 32 2 ft/sec2
Stage
Head
Q
(feao
(feed
ww
000
000
000
001
000
000
002
000
000
003
000
000
004
000
000
005
000
000
006
000
000
007
000
000
008
000
000
009
000
000
010
000
000
011
001
001
012
002
002
013
003
003
014
004
003
015
005
004
016
006
004
017
007
004
018
008
005
019
009
005
020
010
005
021
011
005
022
012
006
023
013
006
024
014
006
025
015
006
026
016
006

Outlet Device 2 (Weir)
Weir Length = 7 58 feet
Cw= i 31
Weir Elevations = 1 37 34ifeet
Stage
Head
Q
(feet)
(feed
(rw
000
-1 34
000
001
-1 33
000
002
-1 32
000
003
-1 31
000
004
-1 30
000
005
-1 29
000
006
-1 28
000
007
-1 27
000
008
-1 26
000
009
-1 25
000
010
-1 24
000
Oil
-1 23
000
012
-1 22
000
013
-1 21
000
014
-1 20
000
015
-119
000
016
-1 18
000
017
-117
000
018
-116
000
019
-1 15
000
020
-1 14
000
021
-1 13
000
022
-1 12
000
023
-1 11
000
024
-1 10
000
025
-1 09
000
026
-1 08
000
027
-1 07
000
028
-1 06
000
029
-1 05
000
030
-1 04
000
031
-1 03
000
Use 3 33 for Sharp, 3,00 for Broad or Free
g2FC -,V F,
0 C T G --?Dog
BY

032
-1 02
000
033
-1 01
000
034
-1 00
000
035
-0 99
000
036
-0 98
000
037
-0 97
000
038
-0 96
000
039
-0 95
000
040
-0 94
000
041
-0 93
000
RF_CFIV FF- D
OCT G � 2009
BY•_

5000
1 11
N
V
3 30 00
0
2000
1 11
1 11
1 10 19 28 37 46 55 64 73 82 91 100 109 118
Time (minutes)
Inflow
— Outflow

Simplified Routing Procedure
Project Affordable Self Storage Pond Redesigns
Date ( 8/27/2009 J
Increment
( —minutes
(Must be <
10
minutes)
Orifice
Weir
Pump
Total
Time
Time
Inflow(cfs)
Inflow
Stored Volume
Stage
Water Surface
Outflow
Outflow
Outflow
Outflow
(min)
(d"
Lcfa)
L-Qfl
Lcfl
(11)
Elevation
WW
(LW
CQW
(QW
0
00
000
000
0
000
3600
000
000
000
000
1
00
1 62
9707
97
000
3600
001
000
000
001
2
00
633
37963
476
002
3602
002
000
000
002
3
00
1371
82254
1297
005
3605
004
000
000
004
4
00
2311
138637
2681
009
3609
005
000
000
005
5
00
3368
202094
4699
016
3616
006
000
000
006
6
00
4450
266977
7365
023
3623
008
000
000
008
7
00
5459
327512
10636
033
3633
009
000
000
009
8
00
6305
378309
14413
043
3643
Oil
000
000
Oil
9
00
6914
414849
18555
054
3654
012
000
000
012
10
00
7231
433879
22887
066
3666
013
000
000
013
11
00
7228
433704
27216
077
3677
014
000
000
014
12
00
6906
414341
31350
087
3687
015
000
000
015
13
00
6292
377513
35116
097
3697
016
000
000
016
14
00
5563
333798
38445
1 05
3705
017
000
000
017
15
00
4915
294881
41383
1 12
3712
017
000
000
017
16
00
4342
260501
43978
1 19
3719
018
000
000
018
17
00
3835
2301 29
46269
1 24
3724
018
000
000
018
18
00
3388
203299
48291
1 29
3729
019
000
000
019
19
00
2993
179596
50075
1 33
3733
019
000
000
019
20
00
2644
158657
51651
1 37
3737
019
013
000
032
21
00
2336
1401 59
53033
1 41
3741
019
038
000
057
22
00
2064
123818
54237
1 43
3743
020
066
000
085
23
00
1823
109382
55279
1 46
3746
020
094
000
1 13
24
00
1610
96630
56177
1 48
3748
020
1 20
000
1 40
25
00
1423
85364
56947
1 50
3750
020
144
000
164
Total
Outflow
0
1
1
2
3
4
5
6
6
7
8
9
9
10
10
10
11
11
11
11
19
34
51
68
C.)
84
+
99
0
o
�Ii

26
00
1257
75411
57603
1 51
3751
020
1 66
000
1 86
112
27
00
11 10
66619
58157
1 53
3753
020
1 85
000
206
123
28
00
981
58852
58622
1 54
3754
020
202
000
222
133
29
00
867
51990
59009
1 55
3755
020
216
000
236
142
30
00
765
45929
59326
1 56
3756
020
228
000
248
149
31
00
676
40574
59583
1 56
3756
021
238
000
258
155
32
00
597
35844
59787
1 57
3757
021
245
000
266
160
33
00
528
31665
59944
1 57
3757
021
252
000
272
163
34
00
466
27973
60060
1 57
3757
021
256
000
277
166
35
00
412
24711
60141
1 58
3758
021
259
000
280
168
36
00
364
21830
60192
1 58
3758
021
261
000
282
169
37
00
321
19285
60215
1 58
3758
021
262
000
283
170
38
00
284
17037
60216
1 58
3758
021
262
000
283
170
39
00
251
15050
60197
1 58
3758
021
261
000
282
169
40
00
222
13296
60161
1 58
3758
021
260
000
281
168
41
00
1 96
11746
60110
1 57
3757
021
258
000
279
167
42
00
1 73
10376
60046
1 57
3757
021
256
000
276
166
43
00
1 53
91 66
59972
1 57
3757
021
253
000
273
164
44
00
1 35
8098
59890
1 57
3757
021
249
000
270
162
45
00
1 19
71 54
59799
1 57
3757
021
246
000
266
160
46
00
1 05
6320
59702
1 56
3756
021
242
000
263
158
47
00
093
5583
59601
1 56
3756
021
238
000
259
155
48
00
082
4932
59495
1 56
3756
020
234
000
255
153
49
00
073
4357
59385
1 56
3756
020
230
000
251
150
50
00
064
3849
59274
1 55
3755
020
226
000
246
148
51
00
057
3400
59160
1 55
3755
020
222
000
242
145
52
00
050
3004
59645
1 55
3755
020
217
000
238
143
53
00
044
2654
58928
1 55
3755
020
213
000
233
140
54
00
039
2344
58812
1 54
3754
020
209
000
229
137
55
00
035
2071
58695
1 54
3754
020
204
000
225
135
56
00
030
1829
58578
1 54
3754
020
200
000
221
132
57
00
027
1616
58462
1 54
3754
020
1 96
000
216
130 �1l
58
00
024
1428
58347
1 53
3753
020
1 92
000
212
127
59
00
021
1261
58232
1 53
3753
020
1 88
000
208
125
60
00
019
11 14
58118
1 53
3753
020
184
000
204
122
-�
61
00
016
984
58006
1 52
3752
020
1 80
000
200
120
�A
0
0
r

62
00
014
870
57894
1 52
3752
020
1 76
000
1 96
118
63
00
013
768
57784
1 52
3752
020
1 72
000
1 92
115
64
00
Oil
679
57675
1 52
3752
020
1 69
000
1 89
113
65
00
010
599
57568
1 51
3751
020
1 65
000
1 85
111
66
00
009
530
57462
1 51
3751
020
1 61
000
1 81
109
67
00
008
468
57358
1 51
3751
020
1 58
000
1 78
107
68
00
007
413
57256
1 51
3751
020
1 54
000
1 75
105
69
00
006
365
57154
1 50
3750
020
1 51
000
1 71
103
70
00
005
323
57055
1 50
3750
020
1 48
000
1 68
101
71
00
005
285
56957
1 50
3750
020
1 45
000
1 65
99
72
01
004
252
56861
1 50
3750
020
1 41
000
1 62
97
73
01
004
222
56766
1 49
3749
020
1 38
000
1 58
95
74
01
003
1 96
56673
1 49
3749
020
1 35
000
1 55
93
75
01
003
1 74
56581
1 49
3749
020
1 33
000
1 53
92
76
01
003
1 53
56491
1 49
3749
020
1 30
000
1 50
90
77
01
002
1 35
56403
1 49
3749
020
1 27
000
1 47
88
78
01
002
1 20
56316
1 48
3748
020
1 24
000
1 44
87
79
01
002
1 06
56231
1 48
3748
020
1 22
000
1 42
85
80
01
002
093
56147
1 48
3748
020
1 19
000
1 39
83
81
01
001
082
56064
1 48
3748
020
1 17
000
1 36
82
82
01
001
073
55983
1 48
3748
020
1 14
000
1 34
80
83
01
001
064
55903
1 47
3747
020
1 12
000
1 32
79
84
01
001
057
55825
1 47
3747
020
1 09
000
1 29
78
85
01
001
050
55748
1 47
3747
020
1 07
000
1 27
76
86
01
001
044
55672
1 47
3747
020
1 05
000
1 25
75
87
01
001
039
55597
1 47
3747
020
1 03
000
1 23
74
88
01
001
035
55524
1 47
3747
020
1 01
000
1 20
72
89
01
001
031
55452
1 46
3746
020
098
000
1 18
71
90
01
000
027
55381
1 46
3746
020
096
000
1 16
70
91
01
000
024
55312
1 46
3746
020
095
000
1 14
69
92
01
000
021
55244
1 46
3746
020
093
000
1 12
67
93
01
000
019
55176
1 46
3746
020
091
000
1 10
66
94
01
000
016
55110
1 46
3746
020
089
000
1 09
65'
95
01
000
015
55045
1 45
3745
020
087
000
1 07
611
96
01
000
013
54981
1 45
3745
020
085
000
1 05
63
97
01
000
Oil
54918
1 45
3745
020
084
000
1 03
62

98
01
000
010
54856
1 45
3745
020
082
000
1 02
61
99
01
000
009
54795
1 45
3745
020
080
000
1 00
60
100
01
000
008
54735
1 45
3745
020
079
000
098
59
101
01
000
007
54677
1 44
3744
020
077
000
097
58
102
01
000
006
54618
1 44
3744
020
076
000
095
57
103
01
000
005
54561
1 44
3744
020
074
000
094
56
104
01
000
005
54505
1 44
3744
020
073
000
092
55
105
01
000
004
54450
1 44
3744
020
071
000
091
55
106
01
000
004
54395
1 44
3744
020
070
000
089
54
107
01
000
003
54342
1 44
3744
020
068
000
088
53
108
01
000
003
54289
1 44
3744
020
067
000
087
52
109
01
000
003
54237
1 43
3743
020
066
000
085
51
110
01
000
002
54186
1 43
3743
020
064
000
084
50
111
01
000
002
54135
1 43
3743
020
063
000
083
50
112
01
000
002
54085
1 43
3743
020
062
000
082
49
113
01
000
002
54036
1 43
3743
020
061
000
080
48
114
01
000
001
53988
1 43
3743
020
060
000
079
48
115
01
000
001
53941
1 43
3743
020
058
000
078
47
116
01
000
001
53894
1 43
3743
020
057
000
077
46
117
01
000
001
53848
1 42
3742
020
056
000
076
45
118
01
000
001
53802
1 42
3742
020
055
000
075
45
119
01
000
001
53757
1 42
3742
020
054
000
074
44
120
01
000
001
53713
1 42
3742
020
053
000
073
44
}1

Inflow Hydrograph C= i
0 761
(Using Malcolm Step Function) I = 1
9 51 in/hr
A=
10 07;ac
Qpeak
72 7 cfs
tp =
10 minutes
Time Flow (Q)
(min) (cfs)
0 000
1 1 62
2 633
3 1371
4 2311
5 3368
6 4450
7 5459
8 6305
9 6914
10 7231
11 7228
12 6906
13 6292
14 5563
15 4915
16 4342
17 3835
18 3388
19 2993
20 2644
21 2336
22 2064
23 1823
24 1610
25 1423
26 1257
27 11 10
28 981
29 867
30 765
31 676
32 597
33 528
34 466
35 412
36 364
37 321
38 284
39 251
Length W'shed=i
Height W'shed= i
tc=
EC 0trvf-
OCT 0 C 2009
10

40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
222
1 96
1 73
1 53
1 35
1 19
1 05
093
082
073
064
057
050
044
039
035
030
027
024
021
019
016
014
013
Oil
010
009
008
007
006
005
005
004
004
003
003
003
002
002
002
002
001
001
001
001
001
001
001
001
001
�..1�c VIED
OCT , S 200a
BY

90 000
91 000
92 000
93 000
94 000
95 000
96 000
97 000
98 000
99 000
100 000
101 000
102 000
103 000
104 000
105 000
106 000
107 000
108 000
109 000
110 000
111 000
112 000
113 000
114 000
115 000
116 000
117 000
118 000
119 000
120 000
OCT 0 S 2009
BY

'IT 0 SE 200r
Accum
Z
$Y
Volume
Stage
103
1n.Z
Zeal
Comment -----_-
0
0
Contour at Normal Pond (wet pond) or Basin Bottc
36607 5
1j
10
50801
01
1 004193
776795
21
11
26035
069314721
1 986447
1218875
3'
11
71085
1 09861231
2988684
169287
41
1203935
1 3862944
4025661
2199335
5
12
30108
1 6094379
5103905
273883
6
12
52046
1 7917595
6 227153
Contour at Berm Top
b = 1 1028713
Ks = 36438 961
I Regression Analysis Y Data Range
iRegression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0 9999452
R Square 0 9998903
Adjusted R 0 9998355
Standard E 0 0085043
Observatio 4
ANOVA
Regressior 1 1 318749 1 318748741 18234 07 5 48E-05
Residual 2 0 000145 7 23233E-05
Total 3 1 318893
e
Intercept 10 503394 0 007758 1353 849388 5 46E-07 10 47001 10 53677
X Variable 1 1028713 0 008167 135 033602 5 48E-05 1 06773 1 138013

om (infiltration)
ower 95 Moper 95 0%
10 47001 10 53677
1 06773 1 138013
J / �
BY _�_'

Outlet Device 1 (Orifice)
Diameter of Orifice = F— 2 511n
Cd= 1 061
Cross Sectional Area = 0 034071 sf
g = 32 2 f /sec2
Stage
Head
Q
(feel)
Iieetl
Lcfsl
000
000
000
001
000
000
002
000
000
003
000
000
004
000
000
005
000
000
006
000
000
007
000
000
008
000
000
009
000
000
010
000
000
011
001
001
012
002
002
013
003
003
014
004
003
015
005
004
016
006
004
017
007
004
018
008
005
019
009
005
020
010
005
021
011
005
022
012
006
023
013
006
024
014
006
025
015
006
026
016
006
rBY
OCT - S�009

Outlet Device 2 (Weir)
Weir Length = r 7 58581feet
Cw= I 31
Weir Elevations = 1 37 341feet
Stage
Head
Q
(feed
(feet)
(-QW
000
-1 34
000
001
-1 33
000
002
-1 32
000
003
-1 31
000
004
-1 30
000
005
-1 29
000
006
-1 28
000
007
-1 27
000
008
-1 26
000
009
-1 25
000
010
-1 24
000
Oil
-1 23
000
012
-1 22
000
013
-1 21
000
014
-1 20
000
015
-119
000
016
-1 18
000
017
-117
000
018
-1 16
000
019
-1 15
000
020
-1 14
000
021
-113
000
022
-1 12
000
023
-1 11
000
024
-1 10
000
025
-1 09
000
026
-1 08
000
027
-1 07
000
028
-1 06
000
029
-1 05
000
030
-1 04
000
031
-1 03
000
Use 3 33 for Sharp, 3,00 for Broad or Free
OCT G 8 Z00(,
BY __

032
-1 02
000
033
-1 01
000
034
-1 00
000
035
-0 99
000
036
-0 98
000
037
-0 97
000
038
-0 96
000
039
-0 95
000
040
-0 94
000
041
-0 93
000
�:: y-;
OCT 0 9 20r
BY

Y
80 00
7000
6000
5000
40 00
Inflow
3
c
— Outflow
3000
2000
1000
All
000
1 10 19 28 37 46 55 64 73 82 91 100 109 118
Time (minutes)
Mtn �f
c(n)
i.1 wi
♦In �
3
t
e

(Page 1 of 2)
i
00
ThlaaN&sibrstatresseaodrbaau� I,,Icrtm run or
otter use rhic,t• C - i chags6
rite colltti -- -I -
ll �I —6
nS r Onslow County /aiar
i , t --) r e4icoci Ws deed daserlgfa�
y� I
serobscuou Sist7Siptmw
. %�t�rr :�ri►i1�1
Stamps $"10, oo
Prepared by Lanier Fountain & Cemzzi/CSUfjm
STATE OF NORTH CAROLINA
COUNTY OF ONSLO W
DEED
I RdP01YlAIlIaaRhllillWnlllkilwall
CAP
Recordld 12/05/2006 st 01 20 46 PM
EzclAntTa$B7 Na P094 1 01 2
moo county W
Mdldrld M Thonaa "Oil"'o1 Dalai
BK2781 Pa368-369
P(%Sew /, A —Z' eC1'd
THIS DEED, made and entered into this the?B day of November, 2006 by and
between Morton Construction Co , Inc, a North Carolina Corporation, hereinafter referred to as
"Grantor", and TWC Enterprises LLC, whose address is 3950 New Bern Hwy Jacksonville,
North Carolina 28546, hereinafter referred to as "Grantee" The designation Grantor and
Grantee as used herein shall include said parties, their heirs, successors and assigns, and shall
include singular, plural, feminine or neuter as required by context
WIFNCSSETH
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 those certain lots or parcels of land situated in White Oak Township
Onslow County North Carolina and more particularly described as follows
Commencing at a point in the ttnterime inlersectmn of the northbound lane of US Highway 17 and
S R. 1410 S 62oI 107'W 2 292 28' to a point in the centerline of the ,mrlhbouid lane of U & Htghway
17, therce lcoung and cenlerlmmeS 28a2610"E 24.88 to a point in the southern R /W line of US
Highway 17, said point also being the True Point and Plan of Beginning; thenceleaving sad R/W
S 28'26'10' E SX W to point, thence S 42a02'39"E 908 05' to a point, said point being on the
western property or Jean Kellum properly as per DB 224, Pg 3880nsbw County RegWry, thence
with the %"tern property line of said Kellum property S 16a11' 16"W 99 96' to a point
thence S27a44'16' W32.40' too point, thmccS 16032'44 E73.40'tospoml,thence St10a56'44"E63W'to
a point, thenceS 10101 VW 135. 10' to a point, midpoint being the northeast corner of Weyerhaeuser
Co properly as per DB 342, Pg 431 Onslow Counly Registry, thence along and with the northern
property line of Weyerhauser Co properly N 49aWS7' W 535.88' to an exating our, pope, theme
N 56s56'47' W 567 17 to an existing Iron pipe thence N 49a10'21"W 272 45' to an existing iron
pope, said iron pipe being the southeast corner of Edward E Penuel property as per DB 2039,
Pit 718 Onslow County Registry, thence along and with the eastern property line of mid Penuel
property N61a33'51"E50&71' loan closing Iron stake, sad Iron stake being the northeast comer of said
Penuel property, thence along and with the northern property line ofsad Penuel property
N 28- 26-1 0"W 4cl 05' to a point en the southern R/W brie of U S Highway 17, thence along and with
the southern R/W line of U S Highway 17 N 61a33'50"E 60.W to the point and plan of beginning
containing 1162 acre.&.
OCT 0 E 2009
Book 2781,Page 368

(Page 2 of 2)
TO HAVE AND TO HOLD the aforesaid lots or parcels 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, except for easements appearing of record
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate
has caused this instrument to he signed in its corporate name by its duly authorized officers and
its seal (o be hereunto affixed by authority of its Board of Directors, the day and year first above
written
Mort co t ction C ,
By C Wayn�President
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
1, a Notary Public of the County and State aforesaid certify that C Wayne Morton,
personally came before me this day and acknowledged that he is President of Morton
Construction Co Inc , a North Carolina corporation, and that by authority duly given and as the
act of the corporation, the foregoing instrument was signed in its time by him as its President
WITNESS my hand and official seal, this .e a of November 2006
My Commission Expires
Kcc 2�/i 29010
Notary Public
Ng" j
ll Y. ,
- ore
RECEAVED
OCT 0 S 2009
BY
Book 2781,Page 368

Jep JU no Ill UJRm no JJIy r t
tPaga 1 of 2)
ii„[[M,f 6W eO•rw Mdr�,P1MM/[HkVwI MVtl,q
a6[r raerwkkAaeOuwCm,ry fir rNIwW r [Mort
•Yr w6wrB A.rasa Mam
r.[«irrwiAwM tw.rb: �' a�//oy ti n
Th H rgaaM1fuam tell ae0rybe Cwad Pmd
N[ Ilmkieeva[M[rdn 6mf War
3
1MCtlbdaa6ag6grM,[ dW
IyrlW III4WN1IIIIIIIdU
Pop ra, 00 6S36f0a*2 TYnI CRP
Mcaydd Oa/3 /3 6t 01 06 44 PH
Fu Nt µT re Page t or 3
E"J Tar W 00
On61ya COyaty e0
erbsec6 I. Pdll"d Roe, of undo
111,3300479-380
ding Time, Book and Pa
REC�4�J"�D
OCT 0 5 2009
BY-----
Tex Lot No Parcel Identifier No oe L 0 T" I/D_f/'— . C' I
venlied by County an (be I [any or . 20DO
Mall aRerrecading to TWC Enteraees. LLC 39Sg Nay Bern Haghway. ladNanNle. NC 2MO
This Instrument was prepared bit Lanier, Fourilem A Cenan. 114 Old Bridge Sueel. Jacksonville. NC 29540/dh
Sriel DeGMpbon for ling index Map Book 68. PG 173
NORTH CAROLINA GENERAL WARRANTY DEED
GRANTOR
MORTON8 REAL ESTATE HOLDIN09, LLC,
A North Carolina Limited Lhbility Company
GRANTEE
TWC ENTEMME8, LLC,
A North Carolina Longer! Liability Company
Enter In epproprmle block for each party name address, and it appropriate character at enbty erg. corporation
or partnership.
The deslgnatlon Grantor and Grantee of used botch *hall Include Geld parties, their head, successors, and designs
and Shall Include angular, plural, masculine, fammeno or render as required by canted.
WITNESSETH, that the Granby, let a valuable conakkrouon paid by the Granlee the recelpt of which Is hereby
acknowledged, has and by these p sserea does gram bargain gel and convey unto the Granlee in fee simple, a0 that
certain let or parcel of fad situated In the White Oak YmAM ps 0nabw County, North Caroline and more perlimea[ly
described ms follum
BEING ail of that parcel or land conte ning 13 34 acme sm shown on survey enbtted, 'Map of
Recombination for Mortars Reel Estate Holdings, LLC and TWC Entepdses, LLC' dated 9-14-09
prepared by Charles A. Rawls 8 Associates, PA recorded In Map Book 56, Page 173, Slide M-1247,
Onslow County Registry
LESS AND EXCEPT from the above described parcel the property herelolore conveyed to TWC
Enterprises, LLC by Motions Real Estate Holdings, LLC recorded in Book 2781, Page 368, Onslow
County Registry
GRANTOR hereby reserves to daelf. Its successors and assigns a non exclualve easement for ubldies,
Ingress, egress and regress over, under and across the property being conveyed as above described
for Rio benefit of the property owned by Grantor as shown on map recorded in Map Book 58. Page
173, Slide M-1247, Onslow County Registry

Jep )V LV0 lU UgANI
, (Pala 2 of 2)
IIb ))I7 r )
The properly herelnebm described vvas acquired by Orenlw by mebwenl receded to Book � page_
A map shomng Irm above described properly a recorded In Map Book 5e page 173
TO NAVEAND TO HOLD the aforesMlot or parcelofland and aoprb aWend apprlenarrces Marabbdwgag to
the Grantee In 10e simple
And the Grantor covenants wah the Grantee got Grantor Is sehed of the promisee in fee growls bee the right to
convey the came In fee MMPle that ode a maftwtabig and het end clear of ell errcumbrancet, and that Grantorvds
warrant Bad defend The NIe against the towho Cibbne oleg persons whomsoever except for the ahceplone herelneher
staled
TIVe to the prop" harantalem demised Is nobled to the tobasarg aseapdm Fysemonts and rasbif boas
appeanng of record
IN WITNESS WHEREOF, the Grantor has hannado set his hard and seal, or II eofpomts, has caused this
IesbeedeAl to be aligned ur lls corporate needs by es duly authorized crMcars and he send to be hereunto alpxed
by eulhonly of ds Dowd of Dkactme, the day and year first above uadlen
u
s
SEALATAMP STATE OF NORTH CAROUNA COUNTY OF ONSLOW
I ceebly &M ON SOWS11 g person personally appeared berme me this day,
acknoMedgkg to me brat to Nprad IM sgolrg docemenr In the rapadly
Ind"Ied thereon CP x , it I�. - nY�
A _.,.-L'k,-'Y. tLataf Notary PWlb
My Caomksbn elpbea, y- 3-AQ f 1
Donna L Haskell
Notary Pubgo
Onalow County, NO
OCT 0 S 2009
BY

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENTOF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
CORPORATIONS
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Date 9/10/2009
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Annual Report I
Corporation Names
Name Name Type OCT 0 < 2009
NC TWC Enterprises, LLC Legal
Limited Liability Company Information BY --
SOSID
Status
Date Formed
Citizenship
State of Inc
Duration
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
0879544
Current -Active
11 /29/2006
Domestic
NC
Perpetual
Morton, Cecil W
3950 New Bern Highway
Jacksonville NC 28546
3950 New Bern Highway
Jacksonville NC 28546
3950 New Bern Highway
Jacksonville NC 28546
3950 New Bern Highway
Jacksonville NC 28546
http Hwww secretary state nc us/corporations/Corp aspx9Pitemld=8103919 9/10/2009

C200633200002
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID 879544
Date Filed 11 /29/2006 2 23 00 PM
Elaine F Marshall
North Carolina Secretary of State
C200633200002
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersignet$n
these Articles of Organization for the purpose of forming a limited lability company
The name of the limited liability company is TWC Enterpnses, LLC
OCT 0 � 2009
If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company)
The name and address of each person executing these articles of organization is as follows
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both Note This document must be signed by all persons listed here)
Charles S Lanier, 114 Old Bridge Street, Jacksonville, NC 28540
4 The street address and county of the initial registered office of the limited liability company is
Number and Street 3950 New Berri Highway
City, State, Zip Code Jacksonville, North Carolina 28546 County Onslow
5 The mailing address, if different from the street address, of the initial registered office is
6 The name of the initial registered agent is C Wayne Morton
7 Principal office information (Select either a orb)
a ❑ The limited liability company has a principal office
The street address and county of the principal office of the limited liability company is
Number and Street 3950 New Bern Highway
City, State, Zip Code Jacksonville, North Carolina 28546 County Onslow
The mailing address, if differentfrom the street address, of the principal office of the corporation is
b ❑ The limited liability company does not have a principal office

C200633200002
8 Check one of the following
✓ (i) Member -managed LLC all members by virtue of their status as members shall be
managers of this limited liability company
(it) Manager -managed LLC except as provided by N C G S Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members
9 Any other provisions which the limited liability company elects to include are attached
10 These articles will be effective upon Sling, unless a date and/or time is specified
This is the 22 day of November 20 06
Charles S Lanier, Organizer
Type or Print Name anW Title
NOTES
I Filing fee is $125 This document must be riled with the Secretary of State
CORPORATIONS DIVISION P O Box 29622
(Revised January 2002)
Instructions for Filing
RECEIVE
OCT 0 C 2009
BY•_ —=—
RALEIGH, NC 27626-0622
(Form L-01)

C200904100186
LIMITED LIABILITY COMPANY
l ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY
FISCAL YEAR ENDING 12/31/08 TWC ENTERPRISES, LLC
SECRETARY OF STATE R L L P ID NUMBER 0879544
NATURE OF BUSINESS STORAGE UNITS - RENTALS
REGISTERED AGENT
CECIL W. MORTON
REGISTERED OFFICE MAILING ADDRESS 3950 NEW BERN HIGHWAY
JACKSONVILLE, NC 28546
REGISTERED OFFICE STREET ADDRESS 3950 NEW BERN HIGHWAY
JACKSONVILLE, NC 28546
ONSLOW
SIGNATURE OF THE NEW REGISTERED AGENT
SOSID 0879544
Date Filed 2/10/2009 9 27 00 AM
Elame F Marshall
North Carolma Secretary of State
C200904100186
STATE OF INCORPORATION NC
FEDERAL EMPLOYER 10 NUMBER Privacy Redaction
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER 910.347.1725
PRINCIPAL OFFICE MAILING ADDRESS 3950 NEW BERN HIGHWAY FC4-3
� :Y �-...JACKSONVILLE, NC 28546
Fn-cT,! a o 9 J
PRINCIPAL OFFICE STREET ADDRESS 3950 NEW BERN HIGHWAY
JACKSONVILLE, NC 28546
MANAGERS/MEMBERS/ORGANIZERS
Name CECIL W MORTON
Title MANAGING MEMBER
Address 133 WEST THOMAS
City JACKSONVILLE
State NC ZIP 28546
SEE STATEMENT 1
Name Name
Title
rme
DRIVAddress Address
city City
State ZIP State ZIP
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMTED LIABIUTY COMPANIES
FORM MUST BE SIGNED BY A MANAGERIMEM13ER DAq
� ATE r l g"�,{ 94'�s� MANAGING MEMBER
TYPE OR PRINT NAME
ANNUAL REPORT FEE $200 MAIL TO- Secrets of State • TYPE OR PRINT TITLE
Secretary CorporaDons Division •Post Office Box 25525 • Raleigh, NC 27626-0525
ea9P31
.2a e

C2009041UMN6
TWC ENTERPRISES, LLC Privacy Redaction
A
1
NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 1
CECIL C MORTON
910 ELAINE DRIVE
JACKSONVILLE, NC 28546
CECIL W MORTON
133 WEST THOMAS DRIVE
JACKSONVILLE, NC 28546
ROLAND A MORTON
479 RAMSEY ROAD
JACKSONVILLE, NC 28546
bCY o INS
STATEMENT(S) 1

Mud _
©,F.�A North Carolina Department of Environment and
/�•1 Natural Resources
NCDENR Request for Express Permit Review
0 1 12,S
For DENR Use ONLY
Reviewer �—
Submit 10--7 G
Time 1 ea.
Confirm 1 0 -
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity man (same items expected in the application package
of the project location Please include this form in the application package t _
• Asheville Region -Alison Davidson 828.296-4698,alison davidson(ftcmail
net
• Fayetteville or Raleigh Region -David Lee 919-791-4203, david lee(&,ncmail
net
• Mooresville & -Patrick Grogan 704-663-3772 or Detrick grogan(aricmall net
• Washington Region -Lyn Hardison 252-946-9215 or Ivn hardison(a)ncmail
net
• Wilmington Region -Janet Russell 910-350.2004 or tenet russellciincmail
net
NOTE Project application received after 12 noon will be stamped in the following work day
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
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Project Name AFFORDABLE SELF STORAGE County ONSLOW
Applicant WAYNE MORTON, MGR Company TWC ENTERPRISES, LLC
Address 3950 NEW BERN HWY City JACKSONVILLE, State NC Zip 28546-_
Phone [phone], Fax --_-_, Email @
Physical Location NORTH CREEK DRIVE-JACKSONVILLE, NC - ONSLOW COUNTY
Project Drains into SC waters - Water classification NSW (for classification see-hftp //h2o enr state nc us/bims/reports/reportsWB htmll
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters within 1 mile
and draining to class HOW waters? N D E C E V
Engineer/Consultant DAVID K NEWSOM Company CRYSTAL COAST ENGINEERING, PA III✓"
Address 3817-3 FREEDOM WAY City HUBERT, State NC Zip 28539-_ OCT 0 12009
Phone [phone], Fax [phone], Email crystalcoasteng@bizec rr com
SECTION ONE REQUESTING A SCOPING MEETING ONLY OWQ
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER _
PROJ#
SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear fit or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
® High Density -Other 1 # Treatment Systems / ® MOD ElMajor ® Minor ❑ Plan Revision ❑ Redev Exclusion SW 8061231 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentabon Control Plan with _ acres to be disturbed (CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoomo and express meetma reauest
Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES acre(s)
Wetlands Delineation has been completed ❑ Yes ® No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed ❑ Yes ® No 404 Application in Process w/ US ACOE ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
•s++xrt rt rt rt rtrt rt rt rt rt+rt+rt+rtrt++++++++++++srtrt rt++++++rtrt rt rt rt+rt+rt+++For DENR use onl} rt rt++rt++++rt++rt++rt+++rt+rt rt rt rt rtrtrt rt+++++++++++++++++++rtrtrtrt rt++rtrtrt+rt
Fee Split for multiple permits (Check # 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal, ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
$
Los
$
Stream Deter-
NCDENR EXPRESS March 2009

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PROJ #

Stormwater Treatment &
Erosion Control Narrative
Affordable Self Storage Phase II
TWC Enterprises, LLC originally proposed and constructed a self storage facility on a 7 29 acres tract located
off US 17 North in the White Oak Township, Onslow County (north of Jacksonville) The development was
permitted under Stormwater Permit SW8 061231, issued January 19, 2007, and included eight (8) 6,000 sf
storage buildings, parking and street extension (North Creek Drive) In addition to the proposed 150,981 sf of
impervious area, the project included 81,939 sf of "future" impervious area A 13,245 sf wet detention basin
was permitted and constructed to treat runoff from a total of 232,920 sf of impervious area (proposed and
future impervious areas) A Designer's Certification was issued in September, 2008
In May, 2009, the owners wished to slightly expand the facility, and a Plan Revision was issued July 27, 2009
The Plan Revision allowed a portion of the previously permitted "future" impervious area to be used to
construct 33,206 sf of additional mini -storage buildings and parking As there was no change proposed for the
total amount of impervious area, no formal permit modification was required
The owners now wish to further expand the facility with an additional storage building, parking and further
extension of North Creek Drive This proposed additional expansion, however, would exceed the currently
permitted allotment of impervious area Therefore, a permit modification of the original permit (SW8 061231)
is required
In addition to the originally permitted (and now existing) eight (8) buildings, parking and street area (a total of
150,981 sf impervious area), the owners wish to construct 105,521 sf of impervious area (consisting of three
(3) storage buildings, parking and further extension of North Creek Drive ) The proposed expansion would
increase the total impervious area for the project to 256,502 sf, exceeding the original permitted area of
232,920 sf (including "future" area), by 23,582 sf Therefore, the owners propose to enlarge the existing wet
detention basin to accommodate the additional impervious area
As proposed, the enlarged (33,697 sf) stormwater pond is designed to accommodate a total of 356,502 sf of
impervious area, as follows
Existing (Phase I)
Proposed (Phase II)
Total
On -site Buildings
48,000 sf
34,200 sf
82,200 sf
On -site Streets
16,799 sf
41,629 sf
58,428 sf
On -site Parking
86,182 sf
29,692 sf
115,874 sf
Future Reserve
-0-
100.000 sf
100.000 sf
150,981 sf
205,521 sf
356,502 sf
The project site is located approximately 0 2 miles from Northeast Creek (SC,NSW) in the White Oak Basin
The tract (previously 7 29 acres) has now been extended to 13 34 acres and contains no wetlands within the
disturbed area, which has been upgraded to 5 38 acres
All stormwater emanating from new impervious surfaces that is generated on -site will be collected and directed
to the southern side of the site by a system of sheet drainage, swales and storm drainage pipes
Site topography is gently sloping (0 — 5%) with the lowest elevations towards the southwesterly boundary of
the tract Soils are loamy sand/sandy loam
No water distribution and wastewater facility is required for these new installations

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Date: 9/10/2009
Scale: 1 inch equals 2000 feet
2005. Maptech, Inc