SW8120705_HISTORICAL FILE_20120918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 .12 0-10.5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
LV HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20120c�\8
YYYYMMDD

I�
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
September 18, 2012
Mr. George T. Barnes, Jr., Member/Manager
Glandon Forest Equity, LLC
3900 Merton Drive, Suite 210
Raleigh, NC 27609
AND
Mr. E. Crawford Collins, Manager
White Oak River Road Investments, LLC
2705 White Oak River Road
Maysville, NC 28555
Subject: Stormwater Management Permit No. SW8120705
Dollar General - Piney Green Road
High Density Commercial Bioretention Project
Onslow County
Dear Mr. Barnes and Mr. Collins
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Dollar General - Piney Green Road on September 7, 2012. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW8 120705 dated September 18, 2012, for the construction,
operation and maintenance of the BMP's and built -upon area associated with the subject
protect.
This permit shall be effective from the date of issuance until September 18, 2020, and shall be
subject to the conditions and limitations as specified therein. The designated permit holder,
Glandon Forest Equity, LLC, shall be responsible for meeting the conditions and limitations
specified therein. Please pay special attention to the conditions listed in this permit regarding
the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer the permit, or to renew the permit, will result in future
compliance problems.
Please be aware that it is the responsibility of the permit holder, Glandon Forest Equity, LLC, tc
notify DWQ of any changes in ownership and request an ownership/name change for the
stormwater permit. However, please be reminded that if the agreement to purchase the
property between Glandon Forest Equity, LLC and White Oak River Road Investments, LLC is
dissolved, cancelled or defaults, and DWQ is not notified by Glandon Forest Equity, LLC to
transfer the permit, then the responsibility for permit compliance reverts back to the property
owner. As the property owner, White Oak River Road Investments, LLC must notify DWQ
immediately of the permit ownership change and submit a completed Name/Ownership form to
DWQ within 30days. Otherwise White Oak River Road Investments, LLC will be operating a
stormwater treatment facility without a valid permit. This 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, being taken against the property owner, White Oak River
Road Investments, LLC.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthiCarolina
Internet: w .nmaterquality.org Naturally
An Equal Opportunity 1 ARmnafive Action Employer

State Stormwater Management Systems
Permit No. SWS 120705
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
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
Christine Nelson, at [phone].
Sincerely, y
Cfl r 1 R^ JoSr
�� rles Wa Id, P.E., Director
Division of Water Quality
GDS/can: S:\WQS\Stormwater\Permits & Projects\2012\120705 HD\2012 09 permit 120705
cc: Matthew Lowder, Triangle Site Design, PLLC
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
n--- n -L n

State Stormwater Management Systems
Permit No. SW8 120705
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Glandon Forest Equity, LLC
Dollar General - Piney Green Road
intersection of Piney Green Road and Charles Road, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of two (2) bioretention basins in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter jointly
and severally 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 September 18, 2020, 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 1.7 of this permit. The stormwater controls labeled
1 and 2, have been designed to handle the runoff from 16,771 and 15,250
square feet of impervious area, respectively.
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. The tract will be limited to the amount of built -upon area as indicated in Section
1.7 of this permit, and per the application documents and the approved plans.
This permit does not provide any allocation of built -upon area for future
development.
5. All stormwater collection and treatment systems must be located in public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required rights -of -way, common areas
and 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.
Paqe 3 of 8

State Stormwater Management Systems
Permit No. SW8 120705
7. The following design criteria have been met and provided in the bioretention
basin and must be maintained at design condition at all times:
Basin 1
Basin 2
a. Drainage Area, acres:
Onsite, ftZ:
Offsite, ftZ:
0.5
21,820
none
0.5
21,780
none
b. Total Impervious Surfaces, ft :
Onsite, ftZ:
Offsite, ftZ:
16,771
16,771
none
15,250
15,250
none
c. Design Storm inches:
1.5
1.5
d. Ponding Depth, inches:
12"
12"
e. TSS removal efficiency:
85%
85%
f. Seasonal High Water Table fmsl:
22.0
23.8
g. Media Depth, feet:
2
2
h. Type of cell:
Grass
Grass
i. Basin Dimensions, feet:
60 x 30
65 x 20
j. Planting Elevation, fmsl:
27.0
28.8
k. Planting Surface Area, ft :
2,240
2,140
I. Permitted Storage Volume, ft:
2,240
2,140
m. Temporary Storage Elevation, fmsl:
28.0
29.8
n. Drawdown Time, hours:
20
20
o. Is an Underdrainprovided?
yes
yes
p. Total number of plantsprovided:
n/a
n/a
q. Receiving Stream/River Basin:
Little Northeast
Creek'White Oak
r. Stream Index Number:
106-2
s. Classification of Water Body:
"C, NSW"
II. SCHEDULE OF COMPLIANCE
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
signed and approved Operation and Maintenance Agreement must be followed in
its entirety and maintenance must occur at the scheduled intervals.
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.
5. 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 data.
6. If the stormwater system BMP is used as an Erosion Control device during
construction, more frequent maintenance will be required during construction to
maintain functionality. Once the drainage area is stabilized and prior to
occupancy of the facility, the BMP must be fully restored to design condition.
Pape 4 of 8

State Stormwater Management Systems
Permit No. SW8 120705
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. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
9. 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to construction, the permittee shall submit final site layout and grading plans
for any future development areas with BUA allocations, as designated on the
approved plans.
12. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of this permit, the permit
application documents, the approved plans and specifications shall be
maintained on file by the Permittee for the life of the permit.
13. It is the responsibility of the permit holder, Glandon Forest Equity, LLC, to notify
DWQ of any changes in ownership and request an ownership/name change for
the stormwater permit. However, please be reminded that if the agreement to
purchase the property between Glandon Forest Equity, LLC and White Oak River
Road Investments, LLC is dissolved, cancelled or defaults, and DWQ is not
notified by Glandon Forest Equity, LLC to transfer the permit, then the
responsibility for permit compliance reverts back to the property owner. As the
property owner, White Oak River Road Investments, LLC must notify DWQ
immediately of the permit ownership change and submit a completed
Name/Ownership form to DWQ within 30days. Otherwise White Oak River Road
Investments, LLC will be operating a stormwater treatment facility without a valid
permit. This 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, being taken against the property owner, White Oak River
Road Investments, LLC.
14. 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.
Pape 5 of 8

State Stormwater Management Systems
Permit No. SW8 120705
III. GENERAL CONDITIONS
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.
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 a change of ownership, or a
name change of the permittee 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 appropriate documentation as
listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
3. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a permit transfer request. Neither the sale of the
project in whole or in part nor the conveyance of common area to a third party
shall be considered an approved permit transfer request.
4. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
5. 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.
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. At least 180 days prior to the expiration date of this permit, the permittee shall
submit a permit renewal request to the Division of Water Quality along with the
required application feet.
Permit issued this the 18'h day of September. 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Paqe 6 of 8

State Stormwater Management Systems
Permit No. SW8 120705
Dollar General - Piney Green Road
Stormwater Permit No. SW8 120705
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 Name)
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
Paqe 7 of 8

State Stormwater Management Systems
Permit No. SW8 120705
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, per the vegetation plan.
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 and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as plantings, a forebay,
filter media and a vegetated filter.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- FIQW/ORW Waters ❑ Universal Storm water Management Plan
❑ Other WQ M mt 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 far use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Dollar General -Piney Green Road
2. Location of Project (street address):
Onslow County
City: County:Onslow Zip:
3. Directions to project (from nearest major intersection):
Site is located on Piney Green Road approximately 3.25miles North of the intersection of Piney Green Road
and NC Highway 24. Site is at the intersection of Piney Green Road and Charles Road
4. Latitude:34° 45' 30" N Longitude:77° 19' 59" W of the main entrance to the project.
It. PERMIT INFORMATION:
].a. Specify whether project is (check one): ®New []Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) 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 ❑Drains 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
®Sedimentation/Erosion Control: 1.70 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
JUL 0 61011
Form SWU-101 Version 071un2010 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Glandon Forest Equity, LLC
Signing Official & Title:George T. Barnes, Jr. Member/Manager
b.Contact information for person listed in item 1a above:
Street Address:3900 Merton Drive, Suite 210
City:Raleigh State:NC Zip:27609
Mailing Address (if applicable):
City:
Phone: (919 ) 459-2601
Email:gbarnes@vanl uardpg.com
Fax: (919 ) 459-2604
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:White Oak River Road Investments, LLC
Signing Official & Title:E. Crawford Collins - Manager
b.Contact information for person listed in item 2a above:
Street Address:2705 White Oak River Road
City:Maysville State:NC Zip:28555
Mailing Address (if applicable):
City: State
Phone: ( ) Fax:
EGEIVE
3. a. (Optional) Print the name and title of another contact such as the project's construe supervisor or of ei
person who can answer questions about the project: JUL 0 6 2012
Other Contact Person/Organization:George Venters - Glandon Forest Equity, LIB;
Signing Official & Title: --
b.Contact information for person listed in item 3a above:
Mailing Address:3900 Merton Drive, Suite 210
City:Raleigh State:NC Zip:27609
Phone: (919 ) 459-2602
Email: gventers©vanguardpg.com
4. Local jurisdiction for building permits:
Fax: (919 ) 459-2604
Point of ContactAngie Manning Phone #: (910 ) 989-3062
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the proposed building and parking spaces will be collected and treated in two
stormwater bio-retention basins. The ponds are designed to treat a 1.5" storm & 85% TSS
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, 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 drains to the White Oak River basin.
4. Total Property Area: 1.73 acres 5. Total Coastal Wetlands Area: 0.0 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+:1.73 acres
Total project area shall be calculated to exclude the followin the norrual pool of impounded structures, the area
between the banks of streams and rivers, the area below the orrnal 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 uretlmrds Imrdward of the NHW (or MHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 42.5 %
9. How many drainage areas does the project have?2 (For high density, court I for each proposed engineered
stormwater BMP. For low densi(l and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified 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
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Little Northeast
Creek
Little Northeast
Creek
Stream Class
C, NSW
C, NSW
Stream Index Number *
19-16-2
19-16-2
Total Drainage Area (sf)
21820
21780
On -site Drainage Area (so
21820
21780
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (so
16771
15250
% Impervious Area** total
76.9
70.0
Impervious- Surface Area
Drainage Area 1
Draina e Area 2
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
0
9100
On -site Streets (so
0
On -site Parking (so
15327
5650
On -site Sidewalks (so
1444
500
Other on -site (so
0
Jim
as 2012
Future (so
0
Off -site (so
0
BY
Existing BUA*** (so
0
Total (so:
16771
1 15250
Strearn Class and Index Number can be determined at: littp://nortal.ncderrr.or /w,g ebfwq(ps/csu/classi cations
Inipervious area is defined as the built upon area including, but not lirrrited to, buildings, roads, parking areas,
siderwalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of

'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 neeu B UA.
11. I -low was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent svornnvater requirements as per NCAC 02B .0600.
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 httD://t)ortal.ncdenr.org/web/wa/ws/su/bmD-manual.
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://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.nccienr.org/web/wq/ws/su/maps.)
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://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. nlsc
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N//a
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M /vt4L
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to 041 t-
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 rky&
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 /N l r-
receiving stream drains to class SA waters within lh mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. Y.;1"c
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: rrai
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 lines.
• 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.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control n
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated a
qualified person. Provide documentation of qualifications and identify the pers whJjjL O 6 2012
made the determination on the plans.
BY:_
Form SWU-101 Version 07Jun2010 Page 4 of

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).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify YlI S L
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl I" copy of the NRCS County Soils 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: Scherlmle a site visit for DWQ to verifij the SHW F prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: D2250,P498 Page No: D2284,PI93 4t L
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC v/M &
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.iic.us/Corporatioiis/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 sizes 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 restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portaI.ncdenr.org/web/wq/ws/su/statesw/forms does. 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.Matthew Lowder, PE
Consulting Firm: Triangle Site Design, PLLC
Mailing Address:4006 Barrett Drive, Suite 203
City:Raleigh State:NC Zip:27609
Phone: (919 ) 553-6570
EmaibmlowderOtrianglesitedesign.com
Fax: (919 ) 553-6570
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) B. Barden Lanier ,_ce%jtifw hat I
own the property identified in this permit application, and thus give permission to
listed in Contact Information, itenn 1a) George T. Barnes, Ir. with (print or hjpf
o organimtio 1 lis n
Contact Information, item la) Glandon Forest Egmitil, LLC to develop the project ast`'Y� prj� sJOVA y of
the lease agreement or pending property sales contract has been provided with thein' � vv iich indica the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of

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 1 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 to 25, er da ant to NCGS 143-215.6. j Q
Signature: �1�`�� Date: 6 / Zz
l
-li GLflOfn a Notary Public for the State of County of
�/1/SCil74� do hereby certify that lam- c,eAw&,e ' �o/%nJ._S personally appeared
before me this day of CTlfY!/L . .70fa and a e the e execu 'on of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires i a0 //o
X. APPLICANT'S CERTIFICATION
1, (print or hjpe untue of person listed in Contact Information, item 1n) George Barnes
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
applicable storVrV4ter rules u r 15A N 2H .1000, St. 2006-246 (Ph. If - Post Constr/uction) or SL 2008-211.
Sigm�atture: � Date:
I'', L '9 id N I,�a Notary Public for the State of40RT/1 tnflW& IA/A, County of
/1'f}KE , do hereby certify that C7[ rJw GF T, Y�/yAi/F$VL personally appeared
before me this day of a L/Vz— n)O/�) • and acckpowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
y 40'ft- N
'DUBI.\G ro U
i� " 20,
'-_ eh 15,
SEAL
My commission expires
1UL 0 0 2012
Form SWU-101 Version 07Jun2010 Page 6 of

.r .
frf:alif ld;.
t R• �.IP�Tr i? �.
l�f C5:a1'etN•
' 3+

Feo:21 2012 5:36?M COLDWELL BANKER FOUNTAIN REALTY No-6559 P. 7/17
rercialA/!lance AGREEMBNTPORPTJRCHASEANDSALE OFREALPROPERTY
R�EAiTOR• North Carolina Association
ofREALTORSo
THISAGREEMENT, including arty and all addenda attached hereto CAgrccmen"is by and between
or
a(n) North Carolina limited liability eomtranv ("SelleT7.
(individual or State of formation and type of entity)
FOR AND IN CONSIDERATION OF THE MUTUAL PROMISES SETFORTH HEREIN AND OTHER GOOD AND VALUABLE
CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH ARE HEREBY ACKNOWLEDGED, THE PARTIES
HERETO AGREEAS FOLLOWS:
Section I. Terms mid DeanhHaas The terms listed below shall have the reslscotivonoeanhig given them as set forth adjacent to each
tens.
(a) ePronu•tv'•: (Address) NO PIN 63071701SW and 5307170069551oeated at Charles Rd and Pinav Groot Road
Jacksonville, NO 28546
Plat Reference: Lot(s) N/A , Block a Sectiou NIA . As shown on Plat Book or Slide
WA at Page(a) NIA NIA County,emuistingof WA acres.
X' If this box is checked, "Property" shall mean that prop", described on Exhibit A attached hereto and ineorpormed
herewith by rercrcnce,
(For information purposes: () the tax pmul mmaber of the Property ir. 1114-102 and 1114-9&2 : and,
(ii) sa to or all orOx Property, consisting orapputximately 1.73 acres, Is described in Deed Back 22501 yQ
Page No. 498/193. Onslow Comnly.)
together with all buildings and improvements thercon and all fixtures and appurtenances thereto and all personal property, if any,
ilensized on Exhibit A.
S 400000.00 (b) °Pnrehase Price' shall mean lhcsunr offour hundred thousand
Dollars,
Ruyableon Omfollowing room.
$ 1,000.00 (i)"Rant anPs+�shaU mean one thousand Dollars
or tans As fellows:
Upon this Agreement becoming a contract in accordance with Section 14, the F,amat Money shall be
promptly deposited in escrow with Lanier. Fountain & Ceruzzi
(nanne of persodenlity with whom deposited), to be applied as part paymmrt of the Purchase Price of the
Property At Choslag, or disbursed As Agreed upon under the provisions of Section 10 her6m
Page 1 of
®This form joiypprovoil by: STANDARD FORM SSO-T
Noth CarolfationRevised 1r2011
North'Tulia oft ALTORSO, lne 07/2011
REriTOR•BuyerInitialsSeller Initials
fur tam an FOIl11Uf810T0 eowwmtx
SEP 0 7 2012

Feb.23. 2012 5:36PM COLDWELL BANKER FOUNTAIN REALTY No.8559 P. 8/17
❑ ANY RARNOSf MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAYBE
PLACED INAN INTERPBTDEARING TRUSTACCOUNTAVD: (check only ONElraaj
❑ ANY INTBREST EARNED THEBEON SHALL BE APPLIED AS PART PAYMENT OF THE
PURCHASE PRICE OF THE PROPERTY AT CLOSING, OR DISBURSED AS AGREED UPON
UNDER THE PROVISIONS OF SECTION 10 HEREIN. (Buyer`s Taxpayer Identircation Number
is; I
❑ ANY INTCREST EARNED THEREON SHALL BELONG TO THB ACCOUNT HOLDER IN
CONSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT
AND RECORDSASSOCIATED THEROW ITH.
S N/A (i) Proceeds of a new loan in llte amount of
Dollars for a tern of
years, with an amonimtion period not to exceed years, at an interest mts not to exceed
°h per annum with inoitgage, loan discount points not to exceed Y. of the loan
amaanl, or such outer terns as may be set forth an Exhibit B. Buyer shall pay all casts associated with any
such loan.
$ N/A (III) Delivery of a promissory note secured by a deed of trust, said psmissoy note in the amount of
Dollars
being pnyable over a tern of— years, with in amortization period of years, payable in
monthly installments of pnnoipal, together wills ueemed inicrest on the outstanding principal balance at the
rate of percent ( %) per moon in the noncom
of $_ , with die Orst principal payment beginning on the first day of the monlli
next succeeding the date of Closing, or such other terms as may be set forth on Exhibit B. At any time, the
promissory note may be prepaid in whole or in part without penalty and without further interest on the
mnolmts prepaid from the date of such prepaymrnf. (NOTEantheevenlof Buyer'ssubsegucntdcfault
upon a promissory note and deed of trust given bn'etmder, Scller's remediss may be Iimited to
foreclosure of the Properly. If the deed of trust given hereunder is subordinated to senior financing,
file material terms of such financing mast be set forth on Exhibit B. If such senior financing is
subsequently foreclosed, the Seller may have no remedy to recover under the note.)
S.—NIA (iv) Assumption OF that uopaid obligation of Seller sewed by a deed of trust on the Property, such
obligation having in outstanding principal bNanco of $
and evidanced by a note boning interest at the tote of percent
per anaum, and a current payment amount of $ . ilia obligations of Buyer
under this Agreement arc conditioned upon Buyer being able to mine the existing loan described above
If such assumption requires the lenders approval, Buyer agrees to use its best efforts to secpe such
approval and to advise Seller imnn ldhdely upon mccipt of the lenders decision. Approval must be granted
on or before . On or before this date, Buyer bus the right to terminate
this Agreement for failure to be able to assume the loan described above by delivering to Seller written
notice of termination by the above date, finm being of the wsri ce. If Hinter delivers such nodes, dhis
Agreement shall be null and void and Earnest Money shall be refunded to Buyer. If Buyer fails to deliver
such notice, than Bayerwill be deemed to have waived the loan condition. Unless provided otherwise in
Section 3 hack: Buyer shall pay all fees and costs associated Willi any such assumption, including any
assumption fee chatged by the lender. At or before Closing, Seller shall assign to Buyer all hacrestofSelkw
in any current wems or escrows held by the lender, aro� property amsegement company and/or Seller,
including but not limited to any tenant improvement reserves, leasing cor mdssion reserves, security deposit
and operating orraphat neaves for which Sellershall be=ditrd said amounts at Closing
S 399,000.00 (v)§j& balance of Porehsse Pries at Closing in the amam[ofthree hundred ninety nine thousand
Dollars.
Page 2 of S
STANDARD FORM SWT
Buyer Initials Seller Initials Revised 1l1011
®anov
INs tan peaael .�9 Wo®anr

Feb.23. 2012 5:36PM COLDWELL BANKER FOUNTAIN REALTY N0.8559 P. 9/17
(e) Itr " shall mean the date and time of recording of the deed. Closing shall avow oo Or before
w 30 da S following end of Examination Period
(d) "Contact DAte" means the date thisAgreement has been fully executed by both Buyer and Seller.
(0) "Umaiaation Period" shall mean the period beginning on the Contraa Date and extending through
150 d s folbvrin Contralti Date
TIMEISOFTNEESSENCEAS TO TE'EM3fI7VA270N pjW0D.
shall atean:
N!A ("Listing Agency"),
NIA ("ListiugAgent"- License # NIA
1
Actingas: [) $ejkrs Agent; ❑ DualAgrnt
and Aldridee&Southertand ('•Belling AB Y'7,
Justin Mullarke ("SelliogAgeot"-Lim�seN )
Acliag= X BuyerSAgenh. O Settees (Sub) Agent; 0 Dual Agent
(g) "MIEJ NoticaAddress" shall be as follow3:
2705 White Oak River Road
Ma dle NO 28555
except as sane may be changed pursnaat to Section 12,
(h) "Bttveres Notice Address" shall bo as follows:
390D Merton Drive Suite 210
Raleigh, NC 27609
except as same may be changed pursuant to Section 12.
If this block is marked, additional tams of this Agreement arc set forth on Exhibit D afmched hereto and
incorporated herein by refetence.(Nota Under Nerfh Carolina lair, real esbrte agents are not permitted to draff
conditions orcontingcndes to thlsAgreem cut.)
Section 2. Sale of Property and Payment of Purchase Price: Sella agrees to sell end Breyer agrees to buy the Property for the
Purchase Price.
Section 3. Proration Ot Expenses and Payment otCoslss Seller and Buyer agree drat all property taxes (on a calendaryear basis),
leases, tents, MOII&nge payments and utilities or any otha assumed liabilitio as delailod on attached Ealtlblf D, it any, shall be
prorated as of the date of Closing. Sella shall pay to, preparation of a deed and all other documeats necessary to perform Setter's
obligations may this Agleemeat, anise lax (revenue Stamps), any dekrred or rollback taxes, and other conveyance fees of taxes
rogrired by law, and the following:
Real Estate Commissions
Page 3 of
STANDARD FORM S80-T
Buyseller Ioitals Revised InDii
iNs txnerinitials . FomwlaW 0 a wawa 0712011

Feb.23. 2012 5:37PM COLDWELL BANKER FOUNTAIN REALTY No.8559 P. 10/17
Buyer stall pay recording costs, costs of ally title $Mob, (MO bmumnce, survey, the cost of any inspections w investigations
undertaken by Buyer under tloAgreement and the following:
Each party shall pay its mm atlomey's frees.
Section 4. Dellvaiea: Seller agrees to we best efforts to deliver to Buyer as scan as reasonably passible after the Contract Date
copies of all information relating to the Property in possession of or available to Sella, including but not limited to: title insuan ce
policies, surveys and Capital of all presently affective warranties or service Contracts related to the Property. Seller anthorizes (1) any
attorney presently or previously representing Sella to release and disclose my title insurance policy in such attomers file to Buyer
and both Buyers and Sellers agents and attorneys; and (2) the Ptpetty's title insurer or its agent to release and disclose all materials
in the Property's title insurers (or title insurers agent's) file to Buyer and both Buyers and Seller's agents and attorneys. If Buyer does
IV consummate the Closing for any reason olherthan Seller default, then Buyer shall reemn to Seller all materials delivered by Seller to
Buyer pursuant to this Section 4(orSecti n7, ifapplicable), ifany, and shall, upon Sellers mquesS provide to Seller copies of(wbject to
tire ownership and copyright interests of tho preparer Ihereol) any and all studies, reports, surveys and other information relating directly
to the Property prepared by or at the request of Buyer•, its employees and agents, and shall deliver to Seller, upon the release of the
Earnest Money, copies of all of the foregoing without any wanranp• or representation by Buyer as to the contents, accuracy or correctness
thereof
Section 5. Ewl(knce of TltIc: Sella, .greesec, convey fee simple marketable and insurable title to the property free and dear of all
liens, encumbrances and defects of title other than: (a) wring ordinances affecting the Property, (b) Leases Cif applicable) and (c)
matters of record existing at the Contrast Date that are not objected to by Buyer prior to the end of lite Examination Period
(''Permitted Exceptions"); provided that Seller shall be required to satisfy, at or prior to Closing, any encumbrances that may be
satisfied by the payment of a fixed sum of motel', such as deeds of trust, mortgages a statutory liens. Seller shall not enter into or
record any instrument that affects the Property (or my prnsonal property listed on Utiblt A) aim, the ContantDaa without lb, prior
written consent of Buyer, which consent shall not be unreasonably withheld, conditioned or delayed.
Seel loll 6. Conditions: This Agreement and the rights and obligations of the parties under (his Agreement arc hereby made eW=ly
conditioned upon fulfigrant (or waiver by Buyer, whether explicit or implie<D of the following conditions:
(a) kiew Joa B; The Buyer must be able to obtain the Ion, if any, referenced in Section I ftif. Buyer must be able to obtain a
firm commitment for this tom ran or before NIA effective through the date of Closing.
Buyer agrees to use its but efforts to sedge such commitment and to advise Seller immediately upon receipt of lenders decision. On
or before the above date, Buyer bas the right to terminate this Agreement far failure to obtain the loan referenced fit Section I(b)(Ji) by
delivering to Sella written notice of tmnfnatim by IBC above date, rime being of ale essence. If Buyer delivers such notice, this
Agreement shall beoulf and void and Earnest Money shall be refunded to Buyer. If Buyer fails to deliver such notice, than Buyer trill
be deemed to have waived ilia loan condition Nohvithatanding the foregoing after We above date, Sel let may request in writing from
Buyer a copy of the commitment letter; if Buyer fails to provide Seller a copy of the commitment letter within five (5) days of receipt
oF$ellcrs request, then Seller may terminate this Agreement by written notice to Buyer at any time thereafter, provided Seller has not
that received a copy of the eomminnent letter, and Buyer shall receive a remm of Earnest Money.
(b) Dmallrtatiuu for Flnancng: If Buyer is to assune any indebledness in connection with payment of the Purchase Price,
Buyer agrees to use its best offoAs to quaW for the assumption. Should Buyer fell to qualify; Buyer shall notify Seller In writing
in ntediately upon lmda's decision, whereupon thisAgrcement shelf temtitmtc, and Buyershall receive a return of Eamest Money.
(c) Title Examination After the Contract Dale, Buyer shall, at Buyer's expeasr, came a title examination to be made of the
Property before the end of the Examination Period. In the event that socb title eaamhlatioll shall show that Seller's life is not fee
simple marketable and insurable, subject only to Permitted Eceptions, then Buyer shall promptly notify Seller in writing of ail such
title defects and exceptions, in no case later than the and of the F}aamination Period, and Seller shall have thirty (30) days to cute said
noticed defects. if Seller does not ewe the defects or objections within thirty (30) days of notice thereof, than Buyer may tertminate
this Agreement and receive a return of Tamest Money (notwithstanding that the &BIllinatf on Period may have expired). If Buyer is to
pure hua title insurance, the insuring company must be licensed to do business in the state in which the Proper), is located. Title to the
Property must be insurable at regular rates, subject only to standard exceptions and Permitted Exceptions.
61) Same Condition: If the Property is not in substantially the same condition at Closing as of the date of the offer,
reasonable wear and tear excepted, than Olt Buyer may (D terminate this Agreernem and receive a return of the Rawest Money or (ii)
proceed m Closing Whampon_Bnycr shall be suited to receive, in addition to (he Property, any of the Sellers insurance proceeds
payable on account of the damage crJishuttion applicable to (he Property.
Pagc4 of8
STANDARD FORM 580-T
_ Sell" Initials Raised 12011
0712011
a 004612

Feb.23. 2012 5:37PM COLDWELL BANKER FOUNTAIN REALTY No.8559 P. 11117
(a) as eetious:Buyt[, its agents or representatives, at Buyers expense and at reasonable fonts daring normal husinesshours,
shall have the right to enter upon the Property for the purpose of inspecting, examining, pa�lmming soil boring and other testing,
conducting limber crakes, and surveying the Property. Buyer shall conduct all such on -site inspections, examination, soil boring and
Other testing, timber cruise and surveying of Ibc Propctty, in a good aid workmanlike manner, shall repair any damage to the Property
caused by Buyers entry and on -site inspections and shall undmct same in a maimer that does not unreasonably interfere with Sellers
or any tenant§ use Rod enjoyment of the Properly. In thm respell, Buyer shall make reasonable efforts to undertake on -site
inspections outside of the Mows any tenant's business is open to the public and shall give prior notice to any tenants of any entry onto
any tenants portion of rlie Property for the purpose of conducting inspections. Upon Sellers recuml, Buyer shall provide to Seller
avideueo ofganeml liability brilliance, Buyer shall also have a tight to review and inspect all contracts or other agroemenra aH'acring
or related directly to the Property and shall be entitled to mv'hosv such books and records of Win that relate directly to the operation
and maintenance of the Property, provided, however, that Buyer shall not disclose any information regarding this Property (or arty
leash therein) unless required by law and the same, shall be rcgmrtna as confidential, to any person, except to its attorneys,
accountants, lenders mid other professional advisors, in which case Buyer shall obtain their agreement to niaioain seat,
confidentiality. Buyer assumes all responsibility for the Reis of itself, its agents err Minest iltatives in axelrialog Its rights under this
Section 6(e) and agrees to indemnify and hold Seller haralhos; from may dannagm resulting dierefran. This i adunnifianion obligation
Of Buyer' shall smTin the Closing or enrtitr termination of this Agreement Buyer shall, at Buyer's expense, promptly' repair any
damage to the Property caused by Buyers entry and on -site inspection¢ Except as provided in Section 6(c) tl 134yen'shall have
Prom the Contract Date through the end of the Examination Period to perform the above inspections, examinations and testing. IF
BUTER CHOOSES NOT TO PURCHASE THE PROPERTY, FOR ANY REASON OR NO REASON, AND PROVIDE$
WRITTEN NOTICE TO SELLER TPIERF-OF PRIOR TO THE EXPIRATION OF THE EXAMINATION PERIOD, THEN
THIS AGREEMENT SHALLTERMINATE, AND BIIYER SHALLRECErVE A RETURN OF THE EARNEST MONEY .
Seaion 7. Lenses (Check one of the following, as applicable):
19 If this box is checked, Solla affumRtinil, represents and svananss that them am no Leases (as hereinafter defined) affecting
the Properly.
❑ If this box is checked, Seller discloses that them ate one or mere leases affecting the Property (=I a written, recorded or
not -``.casts') and the folloving provisions arc hereby made a pelt of this Agreement.
(a) All teases shall be itemized on Exhibit N
(b) Seiler shall deliver copies of any Leases to Buyer pursuant to Section 4 as if the Leaseswere listed therein;
(c) Seller rol3twnts and warrants that as of the Contract Date Were arc no current delimits (or any existing situation which,
with tine passage oftmg orthe giving of notice, or both, or at the election ofeither larrdtmd or teo wl could constitute a defaah) either
.by Seller, as baadiord, or by tiny tenant tinder any Lane ('Lease Defanita} To We event that is any Lease Delimit as of the Contract
-Date, Seller agrees in provide Buyer with a detailed deseription of (be situation in accordance with Section 4. Seller agrees not to
cormnit a Lease Default as Landlord after the Contract Date, mull agrees further to notify Buyer immediately in the event a Lean
Default arises or is alvmed, asserted or threatened to be asserted by either Seller or a taunt under the Lease.
(d) In addition to the conditions provided in Section 6 of this Agmeincut, tlusAgmement and the rights and obligations of the
Parties under this Agreement arc hereby made expressly unditiaaed open the assigrunent Of Sellers interest in any Lease to Buyer in
form and union acceptable to Boyar (with amnt's shorn consent and acknowledgement, if requred under she Lease), and Sehcr
ag'ccs to use its best efforts to effect such assigmacnt Any assignment required render this Section 7 shall be required to be delivered
at or before Closing try Seller in addition to those deliveries mquired under Section 11 of this Agreement.
(c) Seller agrees to definer an assignment of any Lease at or before Closing with any security deposits held by Seller under
any Leases to be transferred or credited to Buyer at or botbre Closing. Seiler also agrees to execute and deliver (and Work diligently
to obtain any tenant signatures necessary for same) any estoppel certificates and subordination, nondisturbance and mtontmeat
agreements in such form as Buytr, my reasonably mquesL
Section S. Environmental: Seller represents and warrants Wit it has no actual kmmxledge, of the pmanu w disposal, except as in
accordance pith applicable law, within the bindings or on the property of hazardous or toxic waste o smbst aces, which are defined
as than substances, materials, and wastes, including, but not limited to, those subsinces, materials and :vistas listed in the United
Sates Depamecm Ofllansporfxtiou Hazardous Materials Table (49 CFR Part 172.101) or by (he EnTlTonmenal Protection Agency as
hazardous substances (40 CPti Pail,,,,,,(({3.02.4) mid amendments therero, or such substances, materials and vrastes, which are or become
regulated under any applicable lacil7 state or federal Inv, inclurGng, Without limitation, any material, waste or substance which is
n petroleum, n ubestos, (ii) p/{i _Mori d biphenyis, Q) designated as a Hazardous Substance pursuant to Section 311 of the
1 PageSofg
STANDARD FORM s80-T
Buyarlaitials i Sclltr Initials Revised 11201t
®7f2011
an tarn err. FormiaM it aoo.vawra

Feb.23. 2012 5:38PM COLDWILL RAVER FOUNTAIN REALTY No.8559 P. 12/17
Clean Water Act of 1977 (33 U.S.C. §221) or listed pursumn to Section 307 of the Clean )k%ter Act of 1977 (33 U.S.C. §1317), (v)
defined as a hazardous waste pursuant to Section 1004 ofthe Resource Conservation and Recovery AU of 1976 (42 U.S.C. §6903) or
(vi) defined as a hazardous substance pursuant to Section 101 of the Comprehensive Environmental Responses, Compensation and
Liability Act of 1980 (42 U.S.C. §9601). Seller bats uv nchal knowledge of any contamination of the property from such snbsmnces as
may havebeen disposed of or stored on neighboring traces.
Section 9. Risk of Loss/Bamagelltepnln Until Closing die risk of loss or damage to the Properly, except as otherwise provided
herein, shall be borne by Seller. Except as to maintaining the Property hit its same condition, Sella shall have no responsibility for the
repair of the Property, including any improvements, unless the parties hereto agree inwrihng.
Section 10. Earnest Money Disbursement: In the event that any of the candid= hereto are not satisfied, or in the event of a breach
of this Agreunem by Seller, then the Ea test Money shall be returned to Buyer, but such remtn shall not affect any other remedies
available to Buyer for such breach. £n the event this offer is accepted sad Buyer breaches this Agreemeat then the Earnest Money
shall be forfeited, but such forfeiture shall not affect any Other remedies available to Seller for such breach. NOTE: In the event of a
dispute between Seller and Buyer over the rcNm or fofeiture of Earnest Money held in escrow by a licensed real estate broker, the
brokor is rcquimil by state Inv to retain said Earnest Money in its trust or escrow, account WITH it has obtained a written release from
the parties consmuing to its disposition orumil disbursement is ordered by a court of compmentjurisdiodoin, or alternalWy, the party
holding the Earnest Money may deposit the disputed monies with the nppmpriate clerk of court in accordance with the previsions of
N.C.G.S.§93A-12.
Section ll. Closlug: Al or berme Closing, Seller shall deliver to Buyer a general tvmmnty deed unless olle nvise specif led on Exhibit
B and other documents c sbomarily executed or delivered by a seller in similar transactions, including without limitation, a bill of sale
for may personalty listed on B.vhibit A, M owners affidavit, lien Waiver forms and a non -foreign slnlas affidavit (pursuant to the
Foreign Investment in Real Property Tax Act), and Buyer steal I Pay to Seller the purchase Price. At Closing, the Eamest Money shall be
applied as part of the Purchase Price The Cl" shall be conducted by Buyers attorney or handled in such other manner as the
parties Itmeto may annually agree in writing. Possession shall be delivered at Closing, unless otherwise agreed herein. The Purchase
Price and other funds to be disbursed pursuant to this Agreement shall nor be disbursed until Closing has taken place.
SectioniM Notices: Unless otherwise provided herein, all notices Ami Other com nvaicatious which may be or are rctplind to be
given or made by any party to the other in connection herdvdh shall be in writing mid shall be deemed t0 have been properly Sbems
and mceived on the date delivered in person or deposited in the United States marl, registered or certified, rehire receipt requested, to
the addresses set out in Section I(g) ns to Seller and in Section I0a) as To Buyer, or at nth other addresses as specified by written
notice delivered in accordancoherewith.
Section 13. Entire Agreement: This Agreement constitutes the sole and entire agreement among the parties hereto and no
modification of thisAgreenrnt shall be binding tutless in writhlg and signed by all panics hereto.
Sectlonl4. Euforeoablllty: This Agreement shall become a coaham when signed by bosh Buyer and Seller and such signing is
communicated To both parties; it being expressly agreed That the notice described in Section 12 is not required for effective
.carmu iendot for (lie purposes ofthis Sectiou 14.This Agreement shall be binding upon and inure to the benefit of the parties,their
4kim, successors and assigns and Their personal roprasenlatives.
Section I5. Adi arse mformalfo t and Compliance with Laws:
(0)5eller Knowledge: Seller has no actual knowledge of (i) condemnadon(s) encoding or contemplated with respect to the
Property; (H) actions, suits or proceedings pending or threatened against the Property; ldl) changes contempinocd in airy applicable
laws, adinancos or restrictions affecting the Property, or (iv) governmental special assessments, either pending or confirmed, for
sidewalk, paving, watrr, sewer, or other impmvemens on or adjoining the Property, and no pending or confirmed ovttere associafloa
special assessments, except as follow^, ftw "None" orThe identification ofany natters relating to (7 through (v) above, if any):
None
Note: For purposes of this Agreement, a °confnmed" special assessment is defined as an assessment that lies been approved by a
govelamental agency or an owners' association for the pmpose(s) stated, whether or not it is fully payable at time of eAosing. A
"pending" special assessment is defiled w an assessment that is under formal consideration by a governing body. Seller shall pay all
owners' Association assasmmlts and all govemmcntal assessments confirmed as of the date of Closing, if any, and Buyer shalt take
title subject 10 all pending assessments disclosed by Seller fie in, if any.
Seller represents that the regular os a, association dues, if any, are S NIA per NIA
Page 6of8�
(J/' STANDARD FORM 580-T
Breyer Initials Seller Initials„_t� Revised 12011
0 72011
Wr b,e _erin fOninuk or0 w01waaen

Feb.23. 2012 5:38PM COLDWELL BANKER FOUNTAIN REALTY No.8559 P. 13/17
(b) Compliance: To Seller's actual kooWledge, (1) Seller has complied with all applicable Imvs, ordinances• regulations,
statutes, rulas and restrictions pertaloing to or affecting the Property, 0i) performance of the Agreement will trot result in the breach
of, consthute any drfimlt under err msult in the imposition uf•any lien or rnmmbrance upon the Property under arty Agreement or other
insbuoleat to which Seller is a party or by which Seller or the Property is board; and (iii) there am no legal actions, suits or other
legal or adminishative proceedings pending or llirulc=i against the Properly, and Seller is not invert of any fans which might result
in any such action, suit or other Proceeding.
Section 16. Sulvhal of Representations and Fvarrsntiet All repraseatalions, Warranties, covonanLs and agreements made by nu
parties hereto shell survive the Closing and delivery of the deed. Sder shall, at or within six (6) months after the Closing, and
without further consideration, execute, arYaoodedge and deliver to Buyer such other dornmcats and instruments, and take such other
action as Buyer may reasonably request or as may be necessary to room effectively Iransltr to Buyer the Property described herein in
accordance with this Agreement.
Seelionl7. Applicable Lew: This Agreement shall be construed under the Imes of 'be state in wltioh the Property is locateri This
form Inns only been approved for use in North Carolina.
Section 1 S. Assignm ant: Tile Agreement is Bert -assignable unless mberii ise expressly provided on Exhibit B.
Scctiou 19. Tare -Deferred Exchange. In die evens Buyer or StIter desires to effect a tax-dtAxed exdusggc in Comsction with the
conveyance of the Property, Buyer and Seller agree to cooperafc in effecting such exchange, provided, b livever, that the exchanging
party shall be responsible for all additional costs associated nith such exchange, and provided fitrther, that a non -exchanging party
shall not assume any additional liability with reapecr to such tax -deferred exchange. Seller and Buyer shall execute such additimml
domnnents, at no cost to the non-ctehanging party, as shall be required to give effect to ads provision -
Section 2D. Memorandmn of Con reset: Upon request by eiOTcrparty, the parties hermoshall execute a memorandum ofoontract in
recordable them setting forth such provisions hereof (other than die Purchase Price mid odxr sums due) as either party may wish to
incorporate. Such memorandum otcontract shall coamin s statement that h outomillically terminates and the Property is released from
any effect Thereby as of a specific date to be stated in the memorandum (which specific date shall be ne later than tilt date of Closing).
The cost otrecardidg such mmorandom of contract shall be borne by the party requesting emcution of same.
Section 21. Authority: Each signatory to this Agreement represents and warrants that he or she has full authority to sign this
Agreement and such instrommits as may be necessary to t&ctuete any Irittnsadion contemplated by this Agreement on behalf of the
parry for wh cot he or she signs and that bls or hersigmtumbinds such party.
Sectlan 22. Brokers: Except as expressly provided herein, Buyer and Sella agree to indemnify and hold each other harmless from
any and all claims of broken, consultams or real estate agents by, through or under the indemnifying parry for fees cr ocau nissions
arising out of the sale of the Property to Buys: Buyer and Seller represscm and Wanam to each other that: (t) except as to the Bmken
designated underSoction 1(f) of this Agreement, they have not employed nor engaged any brokers, consultants ornal estate agents to
be involved to this transaction and Cu) that the compensation of the Broken is established by and shall be governed by separate
agreements entered into as amongst the Brokers, the Buyer and/or the Sell¢
O EIFSAYNCHETIC STUCCO: IF the adjacent box is checked, Sella diseases that the Property has been dad pi eviwcsly
(either in whole or in part) with art "exterior insulating end finishing slummy' commonly known As "EIFS, or °synibelic stucco'.
Sella makes ro representations orwanandes regarding such system and B lycris advised to ruake its owa independent determinations
with respect to conditions related to or ocGwloncd by the existence ofmcb materials at the Property.
THE NORTH CAROLINA ASSOCIATION OF REALTORSO, INC. AND THE NORTH (:AROLINA BAR ASSOCIATION
MAKE NO REPRESENTATION AS TO THE LEGAL VALIDITY OR ADEQUACY OF ANY PROVISION OF THIS FORM IN
ANY SPECIFIC TRANSACTION. IF YOU DO NOT UNDERSTAND THIS FORM OR FSEL THAT IT DOB$ NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORTH CAROL NA REAL, ESTATE ATTORNEY BEFORE YOU
SIGN IT
Page 7 of B
Buyer Initials Sella Initials
STANDARD FORM 580-T
Revised 112011
0 Tl2011
meta:aa**hr.Fbn.dalw# ec xrr

Feb.23. 2012 5:38PY COLDN'ELL BAM(ER FOUNTAIN REALTY No.8559 P. 14/17
BMR:
Individual
Date:
Date:
Business Entity.
By:
Title: Mana or
Dote:rZ-
r
SBLLBR:
Iudividnal
Business Ratify
ak FiVeLand Wm4emts L C
afBn'
By: e
Nemc E. Crawford Collins I Susan O. Collins
Title: Managers
The annerslgned hereby acknowledges mccipl of the Barnett Money set forth herein and agrees to hold sald Earnest Mousy in
accordance with the terms hereof.
LaNer, Fountain & Ceruzzi
(Name of Film)
Dale: By;
Page 8 ors
STANDARD FORM 580-T
n,; b- aye K F0rn U18MI ♦ 4 y1 y 1a Revised Roll
0 7I2011

Feb.23. 2012 4:38PIA COLOWELL BANKER FOUNTAIN REALTY k 8559 P. 15/17
Exhibit A
LEGEND
Ro dNama
OVarcals
Cay Bowdube
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A

Feb.23. 2012 5:39PM COLOWELL BANKER FOUNTAIN REALTY No.B559 P. 16/17
,CXHIBIT B
ADDITIONAL IMMS
The teens of this Agreement shall include the following checked items, each of which shall be a
condition precedent to Closing:
0 1. Reciprocal Basement Ageemert with Covenants and Restrictions. Buyer and Seller agree
to execute and record a Reciprocal Easement with Covenants and Restrictions, in substantially the farm
attached hereto as Exhibit B_I • at Closing.
1@ 2. Subdivision/Recombination. Buyer and Seller acknowledge that the Property is curreody
not a legal subdivided/reoombined parcel. Seller agrees to cooperate with Buyer in obtaining the
necessary governmental approval to subdividefrecombine the property and in the preparation and
recording of any required subriMsion/recombination plat in the county registry. The cost of such
subdivision/recombination shall be the sole responsibility of the Buyer. The legal description of the
Property used in the Deed delivered at closing will be based on the recorded subdivision/recombination
plat.
0 3. Closing Contingent on Purchase of Additional Property. Buyer's purchase of the Property
under the Agreement is contingent upon Buyer purchasing the following described property on or before
Closing
0 4. Site Plan Approval and Receint of Necessary Penni . Buyer shall have received all
necessary site plan appmvals, other required governmental approvals and permits necessary for the Buyer
to develop the Property for Buyer's intended use.
® 5. Tenant Aouroval of Site/Lease Execution. Buyer's proposed tenant shall have issued final
site approval for the Property and entered into a written lease for the Property with the Buyer.
0 6. Removal of Existing Structures, Seller shall demolish and remove all existing struchues
on the Property, at Seller's sole cost and expense.
0 7. Access to Water. Sewer and Utilities. Seller is responsible for ensuring that the Property is
served by water, sewer and necessary utilities, at Seller's sole cost and expense, at levels adequate to
support Buyer's development of the Property for Buyer's intended use.
0 8. Title to Proog r(Iy Buyer and Seller acknowledge that as of the date of this Agreement
Seller does not hold fee simple title to the Property. Seller is a contact purchaser under a valid and
enforceable Purchase and Sate Agreement dated with the current fee simple per
of the Property. In the event that Seller fails to close on the Property pursuant to the aforeme on
Purchase and Sale Agreement and does not acquire fee simple title to the Property on or be re t
Closing, the Breyer and Seller shall each be relieved of their obligations under this Agreement e
s
Buyer shall be entitled to a full refund of the Earnest Momy Deposit, Bayer mtnai.-^

Feb.23. 2012 5:39PM COLDWEII BANKER FOUNTAIN REALTY No.8559 P. 17/17
OO 9. Buyer's Permits Seller acknowledges that Seller may be required, as the currant owner of
the Property, to execute certain documents that ale necessary to facilitate Buyer's municipal approvals.
Such documents may include, but are not limited to, documents for zoning approvals, driveway permits,
land disturbance applicationslpemuts, stornwater applications/permits and building permits. Seller
agues, when requested by Buyer, to promptly execute such documents so as not to delay Buyer's
municipal permitting process.
9. Other.
Each of the foregoing is a condition precedent to Closing. In the event that any of the
aforementioned conditions precedent are not satisfied on or before Closing, Buyer shall have the option of
extending Closing for up to thirty (30) days to satisfy any of the outstanding conditions precedent If such
outstanding conditions precedent are not satisfied within the aforementioned thirty (30) day period, or if
Buyer does not elect to extend Closing to satisfy the outstanding conditions precedent, then Buyer shall be
entitled to terminate the Agreement by written notice to the Seller, after which the Buyer will receive a
refund of the Earnest Money Deposit and nether party shall have any further obligations tinder this
Agreement
BUYER: Olandon Forest ty,
a North Carolr'y E in I' ity company
By:
Jr., Manager
Date:
SELLER White Oak River Road Investments, LLC,
a North Carolina limited liability cmmnam
By;
Name:
Title:
By:(�
Name:
Title:
Date:

Storm Water & Erosion Control
Design Calculations
Dollar General Development
Piney Green Road
Onslow County, NC
Prepared for:
Glandon Forest Equity, LLC
3900 Merton Drive, Suite 210
Raleigh, NC 27609
[phone]
Prepared by:
Triangle Site Design, PLLC
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
[phone]
TRIANGLE
® SITE DESIGN
REV. 9/5/12 per NCDENR review
(CFEIVE
SEP 0 7 202
BY: ------ --

TABLE OF CONTENTS
OVERVIEW
STORMWATER NARRATIVE
FIGURES
SOILS SURVEY & SOIL INFORMATION
SHWT DETERMINATION
USGS TOPOGRAPHIC MAP
FEMA FIRM MAP
DRAINAGE AREA MAPS
WATER QUANTITY/QUALITY
BIO-RETENTION POND#I
NCDENR BIO-RETENTION SUPPLEMENT
POND DESIGN CALCULATIONS
POND SUMMARY
CURVE NUMBERS
POND OUTLET/STRUCTURE SUMMARY
PRE -DEVELOPMENT HYDROGRAPHS
POST -DEVELOPMENT HYDROGRAPHS
ELEVATION -VOLUME -FLOW SUMMARY
BIO-RETENTION POND#2
NCDENR B10-RETENTION SUPPLEMENT
POND DESIGN CALCULATIONS
POND SUMMARY
CURVE NUMBERS
POND OUTLET/STRUCTURE SUMMARY
PRE -DEVELOPMENT HYDROGRAPHS
POST -DEVELOPMENT HYDROGRAPHS
ELEVATION -VOLUME -FLOW SUMMARY
EROSION CONTROL CALCULATIONS
RIP -RAP APRONS
MMER-BASICF—
Ip,.n'�� TEMPORARY$RA.SSEHANNEt-
SI�-FENr=&-DE-SIGN.MAP -

OVERVIEW
Background
This report contains the storm water and erosion control calculations for the proposed Dollar
General retail site. The project site is located on Piney Green Road at the intersection with
Charles Road. The project consists of 1.73 acres and will be developed as a Dollar General
retail store with the associated parking & loading areas. Approximately 1.7 acres will be
disturbed as part of this project for the construction of the site improvements. The entire
property is located outside of special flood hazard zones per the FEMA flood insurance
program. The proposed storm water management facilities (2 bio-retention ponds) outlined
in this report have been designed to treat 1.0 acres of the site. The overall impervious area
for the site is 42.5% when on -site areas not draining towards the proposed ponds are
accounted for. The site is not draining to SA waters, therefore the storm water management
wet detention pond is designed to treat a 1.5" design storm and 85% TSS.
There are no delineated wetlands on the property.
Erosion Control
Erosion control measures have been designed in accordance with the NCDENR erosion
control standards and regulations to minimize sediment laden runoff from exiting the site.
Silt fence will be installed along the low sides of the site prior to construction. The
construction entrance will be installed prior to construction commencing. Inlet protection
will be installed around all existing inlets and will be utilized for the proposed curb inlets and
drop inlets. A skimmer basin will be used to treat stormwater runoff prior to leaving the site.
Accumulated sediment within the project site will need to be removed and the pond
constructed to final design conditions prior to final acceptance of the project.
Soils
The Onslow County Soils Survey indicates that Baymeade & Goldsboro soils are present on
the site.
Site Stabilization
After final grading is completed, permanent vegetation shall be applied in accordance with
the seeding requirements and landscape plan for this site.

Stormwater Analysis
Storm water runoff from the developed areas of the site will be treated within a pair of bio-
retention ponds. The ponds have been designed to treat a drainage area of 1.0 acres. The
site grading and storm drainage pipe systems are used to divert storm water runoff from the
site to the bio-retention ponds. The storm water management ponds are designed to treat
runoff from the impervious areas of the site. Open areas of the site not draining to the
ponds will be landscaped and open space. The site is draining to not within SA waters,
therefore the storm water management wet detention pond is designed to treat a 1.5"
design storm and 85% TSS.
Water Quantity
Post -development peak flows from the site will not exceed pre -development flows for the 1-
year, 10-year, or the 10-year storms. The site is designed for the 1.5" storm and 85% TSS.
The bio-retention ponds will utilize a concrete riser structure with a weir control to by-pass
storm events greater than the 1.5" storm. An under -drain system will be constructed as part
of the bio-retention pond to facilitate the drainage f the ponds. Please reference the Water
Quantity section of this report for details regarding drainage areas and stormwater routing.
Water Quality
For water quality purposes the site is designed so
of bio-retention ponds. The proposed ponds will
Solids (TSS) as well as nutrient removal benefits.
Methods
that storm water runoff is treated in a pair
provide 85% removal of Total Suspended
The stormwater conveyance system was analyzed using "Hydraflow Storm Sewers" and
"Hydraflow Hydrographs" computer software program.

Stormwater Narrative
Dollar General
Piney Green Road
Onslow County, NC
Parcel ID:
Property Identification # (PIN):
Site Information:
Total Site Area = 1.73ac
Disturbed Area = 1.7ac
Wetland: None
1114-102 & 1114-98.2
530717015045 & 530717006955
Developer = Glandon Forest Equity, LLC
George Venters
3900 Merton Drive, Suite 210
Raleigh, NC 27609
919-459-2602
Owner = Current Property Owner
White Oak River Road
Investments, LLC
2705 White Oak River Rd.
Maysville, NC 28555
Engineer = Triangle Site Design, PLLC
Matt Lowder, PE
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
919-553-6570
Property Owner at Time of Construction
Glandon Forest Equity, LLC
George Venters
3900 Merton Drive, Suite 210
Raleigh, NC 27609
919-459-2602
Development Plan: The proposed development will consists of a Dollar General retail store.
Two stormwater bio-retention ponds will be constructed to treat
stormwater runoff from the developed area of the Dollar General site for
water quality & water quantity control.
The existing site condition for the site is grass open area with scrub
trees/brush. There are no existing wetlands or streams on the property.
Phasing: All of the site construction will be developed in one phase of
construction.
Utility Systems: Domestic water supply will be provided via a service line from ONWASA
water system. Sanitary sewer will be provided via on -site septic system
with a future connections to an ONWASA system to be constructed.
Historic/Public Money: The property does not contain any historic sites and is not being funded
with public monies.
NCDENR: There are no known non-compliance issues with DENR Agencies.

Stormwater Information
River Basin:
White Oak
Stream Classification:
C; NSW
Stream:
Drains to Little Northeast Creek
Stream Index:
19-16-2
Stormwater Design: State Stormwater (Coastal County)
Density Option: High Density
Development Type: Commercial
Impervious Area:
Total Property Area:
Coastal Wetland Area:
Surface Water Area:
Total Project Area
Impervious Area:
Open Area:
75,452sf
Osf
Osf
75,452sf (1.73ac)
32,021sf 42.5% Impervious
43,431sf 57.5% of site
Proposed Treatment Measures: Two BMP Bio-Retention Ponds (Designed for 85% TSS)
1.5in Design Storm, Non -SA Waters
Will all built -upon areas be collected: The proposed buildings and parking lots will drain to the
BMP bio-retention ponds. Open areas not impacted by
site development will maintain existing drainage
patterns.
Buffer Requirements: Municipal required landscape buffers
On-site/off-site runoff: There is no'off-site drainage coming onto the proposed site.
Road Construction Requirements: The NCDOT is not requiring turn lanes in association
with this project. The propose site will gain access via a
new driveway on Piney Green Road & Charles Road
Soils Evaluation:
Infiltration Rate: 0.5" per hour
SHWT: 24" Below Surface
Site Evaluation Date: April 20, 2012

Web Soil Survey littp://Nvebsoilsur\,ey.iires.usda.gov/app/WebSoilSurvey.asp:
cnnn, Os I oownln.0 Sens on. 'I Aranlvea soil So ... Ya I suu surv.y strtua I Gm odor, Preferences ' link i lil,l i Help Al A''., A
Search
Properties and Qualities Ratings
(Op n All ([la a /.11
Soil Chemical Properties
Soil Erosion Factors
Soil Physical Properties
Soil Qualities and Features
AASHTO Group Classification (Surface)
Depth to a Selected Soil Restrictive Layer
Depth to Any Soil Restrictive layer
Drainage Class
Frost Action
frost Free Days
Hydrologic Soil Group
ile'woe {p Not iGbw e:iinq
view option
Map
Table '+
Description of
Rating
Rating Options it, _
F Detailed DywdHpUm
Advanced Option
Aggregation Dominant Omldlaon
Method
Component
Percent Cutoff
Tie -break Rule µ tower
as Higher
,Vl�w p� .� tVi.ti P�tin9
Map Unit Name
Parent Material Name
Representative Slope
miffed Soil Citseficabon ($urfdce)
Water Features
JJ�%JJS?,�J !aa inotpv lei
Mlwk
4
warning: Soil Ratings Map may not be valid at this Seal,
You have zoomed in beyond the scale at which the soil map for this area is intended to the used. Mapping of soils is done at a particular
your POI were mapped at 1:24,000. The design of map units and the level of detail shown in the resulting Sol map are dependent On 1
Enlargement of maps beyond the scale Of mapping can cause mis nderslanding of the detail of mapping and accuracy of soil line placer
areas of contrasting soils that could have been shown at a more det tiled scale.
Tables — Hydrologic Sell Group — Summary By Map Unit
Summary by Map Unit — Onslow County, North Carolina (NC133)
Map unit aYmpnl Map unit name Rating Acres In AOI Percent Of AOI
IBaB Bay code fine Sand, 0to6percenl A 1 6 Jl.a%,
Mopes
free GrowebOloWban lerl c bnplu, d to 5 B 0.6 27.6%'
PmceR 0i
hrn.r. mr Are. at Interest 2.3 .00.0%_
Hydrologic soil groups are based on estimates Of runoff potential: Sells are assigned to one of four groups according to the rate of water
infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, B/D, and CID). The groups are
defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to
excessively drained Sands Or gravelly Sands. These soils have a high rate Of water transmission.
Group B. Soils having a moderate Infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately we
drained or well drained soils that have moderately fine texture to moderately coarse texture. These mils have a moderate rate of water
transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet These consist Hime0y of soils having a layer that impedes the
downward movement Of water Or Soils Of moderately fine texture Or fine texture. These Soils have a slow rate Of water transmisson.
Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly Of clays that have a
high shrink -swell potential, soils that have a high water table, sails that have a daypan Or clay layer at or near the surface, and mils that
are shallow over neatly impervious material. These soils have a very, slow rate of water transmission.
If a soil Is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for unclaimed
areas. Only the soils that in their natural condition are in group D are assigned to dual classes.
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Speared
Ile -break Rule: Higher
I of 2 7/4/2012 7:30 AN

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wEaY. T. _.If) 21 1 :?.?I 1 h]I M4111 121'R.l21 1rlEq 1 ]501 1]Se 21 Ib E61;
I of 2 5/30/2012 7:49 AN,

I
i
April X 2012
Mr. George Venters i
Vanguard Property Group'
3900 Merton Drive
Suite 210
Raleigh, NC 27609 1
Dear Mr. Venters
PO Box 1387
Richlands, NC 28574
Phone, 910-330-2784
[e-mail]
The following is a summary of the soil profiles taken at the proposed Dollar General site located
on Piney Green Road in the Jacksonville area of NC. The purpose of the evaluation was to
determine the estimated Seasonal High Water Table (SHWT) and to determine the infiltration
rate of the soil. A hand auger was used to obtain the soil profiles and to determine the SHW"f-
Field techniques outlinedlin the North Carolina Laws and Rules for Sewage Treatment and
Disposal Systems were used to determine soil texture, structure, consistency and soil wetness
condition.
Findines Dollar General Site
BORING 1
SHWr 24"
i
SATURATED 60+'
DEPTH TEXTURE
STRUCTURE
MINERALOGY MATRIX MOTTLES MOTTLES
KSAT"HR.
0-10" SL
GR
NS. NE 2.5Y 4/3
.3.5"
10-18" SL
GR
I
SS. SE 2,5Y 614
.25-.4"
18-24" CL
ABK j
SS. SE 10YR 516
24-48" CL
ABK
SS. SE 10YR 5/6 10YR 5/8 2,5Y 6/2
.07-.2"
Sandy soil material may ,be present at deeper depths on the site.
SH WT was determined by the indication of colors of chroma 2 or less utilizing a Munsell Soil
color Chart at >2% of soil volume in mottles or matrix of a horizon or horizon subdivision:
If you have any questioims.'please feel free to contact me at [phone]. Thank you.
Respectfully;
I
I
R. f4aywood Pittman, LSS

/M
I
No
an
no
f 24"
.22'
ELANE K. MURPHY
DO 1176. PG 2A3
PB 1A PG 65
AN: 5M7-17-00-4E51
30 4% S.F.
0.70 AC.
24"
VANGUARD PROPERTY GROUP
PROPOSED DOLLAR
GENERAL
SOIL EVALUATION
PITTMAN SOIL CONSULTING
LOCATION
PINEY GREEN ROAD
JACKSONVILLE, NC
DAiE 1-1-IE — I-•LO
RZnla
44.956 S.F.
1.03 AC.
INC.
BARBARA A 6:
EARL G. HANSEN
GO 1212 PC 2
P6 DA PG x
AN: 5307-17-10 7081
LEGEND
THIS SOIL SKETCH WAS PREPARED USING FIELD DATA
AUGER BOPo}IG AND AERIAL MAPS. THIS IS A PREUMNARY SOIL
SKETCH, AND ALL LOCATIONS SHOULD BE CONSIDERED
APPROMhIATE. ADDITIONAL SOIL AREAS MAY BE
LOCATED WITHIN PROJECT. THIS .IMAGE WAS TAKEN
FROM A NEWCOMB LAND SURVEYORS MAP. IT IS NOT
SURVEY QUALITY AND SHOULD NOT BE USED AS SUCH.

4
F,§&4=
cl�
QO
N
9
Ott Cre
si 4-
cky Run
k

White Oak River. Basin
Name Index Number Classification Class Date
ErescripLion '5p2aal Designation
Lewis Creek 19-19 SC;HQW,NSW 08/01/91
From source to New River
Lewis Creek 21-35-7-29 SA;0RVJ 01/01/90
From source to Core Sound
Lighthouse Bay
Entire Bay
21-35-7-37 SA;ORW 01/01/90
Little Creek 21-21 SA;HQW 06/01/56
From source to Newport River
.... ..... ..
Little Creek 19-8.5 SC;NSW 08/01/91
From source to New River
Little Creek Swamp 21-18 SA;HQW 06/01/56
,From source to Newport River
Little Deep Creek 21-11-2 C 09/01/74
From source to Deep Creek
Little Northeast Creek 19-16-2 C;NSW 08/01/91
From source to Northeast Creek
Little Port Branch
21-35-7-2
SC
12/01/92
From source to Core Sound (including Atlantic Harbor)
. .......... . ..... . .......... - - -------
........ .. . .. . ........... ........ ... ..........
. ..
........ .......
Little Ramhorn Branch
21-4-1
C
06/01/56
1- —.1.1 1 .... .... ...... .... ... ..... ...
From source to Big Ramhorn Branch
..........
----
Little Run
21-2-1
C
06/01/56
From source to Northwest Prong Newport River
Lodge Creek
21-14
C
06/01/56
From source to Newport River
..... . . .... . ...
Lynch Creek
21-35-1-4
SA;HQW
06/01/56
From source to North River
Main Prong
21-16-1
C
06/01/56
From source to Mill Pond, Black Creek
Mairey Branch
21-3-1
C
06/01/56
From source to Southwest Prong Newport River
----------- - ---- - --
Margaret Branch
19-4-3
C;NSW
08/01/91
... . ......
From source to Cowhorn Swamp
Thursday, February 09, 2012 Based on Classifications as of 20120208 Page 13 of 24

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IMPERVIOUS AREA SUMMARY
PROPOSED
BUILDING:
9,100
SF
0.21 AC
12.1%
OF SITE
PROPOSED
SIDEWALK:
1,944
SF
0.04 AC
2.6%
OF SITE
PROPOSED
PAVEMENT:
20,977
SF
0.48 AC
27.8%
OF SITE
PROPOSED
IMPERVIOUS AREA:
32,021
SF
0.73 AC
42.5%
OF SITE
OPEN SPACE:
43,431
SF
1.00 AC
57.5%
OF SITE

'; �eNFYJ
11\
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. _" _—
Ar --
ROAD
aC RL-
w ve •�
/u iPow'e� susr
� 5 ;ee�e,
�0) ndiq/
7.7
PBEI:'duSAM
TRIANGLE
b[OXM3M
- -
e
I
inuyle Sle Lvr{n ql[
X[ z1pA
-_"
Ivivlsu-ssm
_.� . x.. _. .. r• cwRTC NCH _
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m\. mew ✓'r'//%D/ � TY�_. __ _ _ —_
urour wow NEL
I,- I LEGEND: vuxnuc KR un.
vu.erc n. vn
p1iG [/PJ/13
vim• '� I �' — r� GRADING AND
DRAINAGE PLAY
l� sxLn .ou9ra
T: --_--__. w sr...e. � . K _ C-4
^//

Summary - Bio-Retention Basin#1
Pre -Developed
Post -Developed
Post -Developed Thru BMP
Drainage Area (acres):
0.S
0.5
Curve Number:
45
85.8
Time of Concentration (minutes):
10
5
Q V storm (cfs):
0.073
0
Q 1-year (cfs):
0.006
1.996
0
Q 10-year (cfs):
0.772
4.504
1.156
Q 25-year (cfs):
1.497
5.796
2.124
Outlet Controls:
Bottom of BMP Elevation:
27
Existing Grade Elevation:
24
Seasonal High Water Table Elevation:
22
> 2ft depth
Q 1-year routed through BMP:
0
< Q 1-year pre -developed
Q 1-year Elevation:
27.82
Spillway Elevation:
28
Riser
Spillway Width:
10
Inches
Q 10-year routed through BMP:
1.156
Q 10-year Elevation:
28.56
Q 25-year routed through BMP:
2.124
Q 25-year Elevation:
28.84
Top of embankment elevation:
29

Bio-Retention Design
Site Information
Sub Area Location. Drainage To Bio-Retention Area#1 (parking)
Drainage Area (DA) = 0.5 Acres
Impervious Area (IA) = 0.38 Acres
Percent Impervious (1) = 76.9 %
Required Water Quality Volume
Design Storm = 1.5 inch
Determine Rv Value = 0.05 + .009 (I) = 0.74 in/in
Water Quality Volume = 0.046 ac-ft
Water Quality Volume = 2,020 cf
Water Quality Volume = 1.113 inches of runoff
NOAA 1-year, 24-hour event= 3.63 inches
Pre -Development Peak Flow (1-year, 24-hour storm):
Drainage Area =
0.5 Acres
Pre -Development Runoff Coefficient "C"=
0.3
Intensity "I" =
4.710
Pre -Development Peak Flow =
0,71 cfs
Post -Development Peak Flow (1-year, 24-hour storm):
Drainage Area =
0.5 Acres
Post -Development Runoff Coefficient "C"=
0.8
Intensity "I" =
5.900
Discharge for Ponded Area
Maximum Ponding Depth =
I,
12 in
Filler Bed Surface Area Used =
2,240 sf
Top of Filter Media Elevation =
27.0
Media Infiltration Rate =
2.00 in/hr
Media Infiltration Time =
6.0 hr
Filter Bed Depth =
2.33 ft
Maximum Forcing Depth =
12 in
Filter Bed Surface Area Used =
2,240 sf
Top of Filter Media Elevation =
27.0
Media Infiltration Rate =
2.00 in/hr
drain System
Water Quality Volume =
Water Quality Volume =
Drawdown =
Underdrain Pipe Size =
Number of Pipe Rows =
Length of Pipe Row =
Number of Perforations =
50 % of Perforations =
Capacity of one perforation =
Total Capacity =
Is Total Capacity > Drawdown?
Underdrain pipe capacity
Slope =
Underdrain Area =
Underdrain Perimeter =
Capacity of pipe =
Capacity of pipe (50% clogged) _
Is Total Capacity > Drawdown?
0.046 ac-ft
2,020 cf
0.012 cfs
6 in
3 10ft on center (typ)
40 If
936
468
0.0062 cfs
2.91 cfs
Yes
0,005 %
0.1963 sf
1,5705 If
0.40 cfs
0.20 cfs

Triangle Site Design, PLLC
Curve Number Calculation (CN)
Pre -Developed Conditions (Bio-Retention)
Drainaoe Area (acres): 1.7
Existing Soil Groups
Soil Group Map Symbol Soil Description Acres Percent of DA
A/B BaB/GpB Baymeade/Goldsboro 1.7 100%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve # Weighted CN
Wooded A/B 0 45 0.0
Open Space A/B 1.7 65 45.0
Cumulative Curve # = 45.0
Rational Runoff Coefficient "C"
1.7
Land Use Description
Acres
% Site Runoff "C"
"C"
Roofs
0
0% 0.95
0.00
Asphalt/Concrete Pavement
0
0% 0.95
0.00
Lawn
1.7
100% 0.3
0.30
Wooded
0
0% 0.2
0.00
Cumulative "C" =
0.30

Triangle Site Design, PLLC
Curve Number Calculation (CN)
Post -Developed Conditions (Bio-Retention Pond#1)
0.5
Soil Group Map Symbol
A/B BaB/GpB
Land Use Descriotion
Open Space - Good Condition
Impervious Area - Parking/Bldg
Soil Description
Baymeade/Goldsboro
Existing Soil Group Acres
A/B 0.115
A/B 0.385
Acres Percent of DA
0.5 100%
Curve # Weighted CN
45 10.4
98 75.5
Cumulative Curve # = 85.8
Rational Runoff Coefficient "C"
0.5
Land Use Description
Acres
% Site Runoff "C"
"C"
Roofs
0
0% 0.95
0.00
Asphalt/Concrete Pavement
0.385
77% 0.95
0.73
Lawn
0.115
23% 0.3
0.07
Wooded
0 '
0% 0.15
0.00
Cumulative "C" =
0.80

Pond Report a
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D(D 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Pond No. 1 - BMP Pond
Pond Data
Contours - User -defined contour areas. Conic method used for
volume calculation. Begining
Elevation = 27.00 It
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cult)
Total storage (tuft)
0.00 27.00
2,240
0
0
0.50 27.50
2,590
1,206
1,206
1.00 28.00
2,950
1,384
2,590
1.50 28.50
3,330
1,569
4,159
2.00 29.00
3,730
1,764
5,923
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.83
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 28.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 27.00
0.00
0.00
0.00
Weir Type
= Rect
---
---
---
Length (ft)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope I%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0,60
Exfil.(iri
= 2.000 (by Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
2.00
1.80
1.60
1.40
1.20
1.00
0.80
0.60
0A0
0.20
000
Note. CulvervOufice outflows are analyzed under inlet (ic) and outlet loci wntrol. Weir risers checked for orifice conditions (ic) and submergenw (s).
Stage / Discharge
Elev (ft)
29.00
28.80
28.60
28A0
28.20
28.00
27.80
27.60
27.40
27.20
27.00
0.00 0.50 1.00 1.50 2.00 2.50 3.00
Total O Discharge (cfs)
-

1
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Peak discharge
= 0.006 cfs
Storm frequency =
1 yrs
Time to peak
= 778 min
Time interval =
1 min
Hyd. volume
= 190 cuft
Drainage area =
0.500 ac
Curve number
= 45
Basin Slope =
0.0 %
Hydraulic length
= 0 ft
Tc method =
USER
Time of conc. (Tc)
= 10.00 min
Total precip. =
3.63 in
Distribution
= Type II
Storm duration =
24 hrs
Shape factor
= 484
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
BMP Pre -Developed
Hyd. No. 1 -- 1 Year
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

Hydrograph Report
1
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
1 yrs
Time interval =
1 min
Drainage area =
0.500 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
3.63 in
Storm duration =
24 hrs
Q (Cfs)
2.00
1.00
0.00 '
0 2 4
Hyd No. 2
BMP Post -Developed
Hyd. No. 2 -- 1 Year
Thursday, Sep 6, 2012
Peak discharge = 1.996 cfs
Time to peak =
11.95 hrs
Hyd. volume =
4,112 cuft
Curve number =
85.8
Hydraulic length =
0 ft
Time of conc. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
6 8 10 12 14 16 18 20 22
Q (Cfs)
2.00
1.00
!1- 0.00
24
Time (hrs)

Hydrograph Report
1
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Bio-Ret
Hydrograph type = Reservoir
Storm frequency = 1 yrs
Time interval = 1 min
Inflow hyd. No. = 2 - BMP Post -Developed
Reservoir name = BMP Pond
Storage Indication method used. Exfiltration extracted from Outflow.
Q (cfs)
2.00
1.00
0.00
0 180 360 540 720 900 1080 1260 1440 1620 1800
Hyd No. 3 — Hyd No. 2 u!_ i._: uu Total storage used = 2,086 cult
Post Through Bio-Ret
Hyd. No. 3 -- 1 Year
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Thursday, Sep 6, 2012
= 0.000 cfs
= 988 min
= 0 cult
= 27.82 ft
= 2,086 cult
Q (Cfs)
2.00
1.00
0.00
1980
Time (min)

1
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 300 2009 by Autodesk, Inc. v6.066
Thursday, Sep 6, 2012
Hyd. No. 5
BMP Post -Developed
Hydrograph type =
SCS Runoff
Peak discharge
= 0.073 cfs
Storm frequency =
1 yrs
Time to peak
= 2.52 hrs
Time interval =
1 min
Hyd. volume
= 360 cuft
Drainage area =
0.500 ac
Curve number
= 85.8
Basin Slope =
0.0 %
Hydraulic length
= 0 ft
Tc method =
USER
Time of conc. (Tc)
= 5.00 min
Total precip. =
1.00 in
Distribution
= SCS 6-Hr
Storm duration =
6.00 hrs
Shape factor
= 484
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
BMP Post -Developed
Hyd. No. 5 -- 1 Year
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
— Hyd No. 5 Time (hrs)

•
1
Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066
Thursday, Sep 6, 2012
Hyd. No. 6
1in Route Thru Bio-Ret
Hydrograph type
= Reservoir
Peak discharge
= 0.000 cfs
Storm frequency
= 1 yrs
Time to peak
= 282 min
Time interval
= 1 min
Hyd. volume
= 0 cuft
Inflow hyd. No.
= 5 - BMP Post -Developed
Max. Elevation
= 27.07 ft
Reservoir name
= BMP Pond
Max. Storage
= 173 cuft
Storage Indication method used. Exfiltration extracted from Outflow
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
1in Route Thru Bio-Ret
Hyd. No. 6 -- 1 Year
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 0.00
0 60 120 180 240 300 360 420 480 540 600 660 720 780
Time (min)
— Hyd No. 6 —Hyd No. 5 Total storage used = 173 CA

Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
10 yrs
Time interval =
1 min
Drainage area =
0.500 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
6.83 in
Storm duration =
24 hrs
BMP Pre -Developed
Q (cfs)
Hyd. No. 1 -- 10 Year
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
Wednesday, Jul 4, 2012
Peak discharge = 0.772 cfs
Time to peak =
721 min
Hyd. volume =
2,102 cuft
Curve number =
45
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.00 min
Distribution =
Type II
Shape factor =
484
Q (Cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

3
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type = SCS Runoff
Storm frequency = 10 yrs
Time interval
= 1 min
Drainage area
= 0.500 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 6.83 in
Storm duration
= 24 hrs
BMP Post -Developed
Thursday, Sep 6, 2012
Peak discharge = 4.504 cfs
Time to peak =
11.95 hrs
Hyd. volume =
9,695 cuft
Curve number
= 85.8
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type II
Shape factor
= 484
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
5.00 5.00
4.00 4.00
3.00 100
2.00 2.00
1.00 1.00
0.00 0.00
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0
Hyd No. 2 Time (hrs)

Hydrograph Report
2
Hydraflow Hydrographs Extension for AutoCAD® Civil MID 2009 by Autodesk, Inc. v6.066 Thursday, Sep 6, 2012
Hyd. No. 3
Post Through Bio-Ret
Hydrograph type = Reservoir Peak discharge = 1.156 cfs
Storm frequency = 10 yrs Time to peak = 725 min
Time interval = 1 min Hyd. volume = 2,971 cuft
Inflow hyd. No. = 2 - BMP Post -Developed Max. Elevation = 28.56 ft
Reservoir name = BMP Pond Max. Storage = 4,368 cuft
Storage Indication method used. Exfiltration extracted from Outflow.
Post Through Bio-Ret
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
5.00 5.00
4.00 4.00
3.00 3.00
i
2.00 -- 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960
Time (min)
— Hyd No. 3 —Hyd No. 2 7nru!�,li�i!!'i Total storage used = 4,368 cult

Summary - Bio-Retention Basin#2
Pre -Developed
Drainage Area (acres): 0.5
Curve Number: 45
Time of Concentration (minutes): 10
Post -Developed Post -Developed Thru BMP
0.5
82.1
5
Q 1" storm (cfs):
0.034
0
Q 1-year (cfs):
0.006 1.753
0
Q 10-year (cfs):
0.772 4.234
0.735
Q 25-year (cfs):
_ 1.497 5.536
1.633
Outlet Controls
Bottom of BMP Elevation:
28.8
Existing Grade Elevation:
25.8
Seasonal High Water Table Elevation:
23.8
2ft depth
Q 1-year routed through BMP:
0
< Q 1-year pre -developed
Q 1-year Elevation:
29.45
Spillway Elevation:
29.8
Riser
Spillway Width:
10
Inches
Q 10-year routed through BMP:
0.735
< Q 10-year pre -developed
Q 10-year Elevation:
30.21
Q 25-year routed through BMP:
1.633
< Q 25-year pre -developed
Q 25-year Elevation:
30.51
Top of embankment elevation:
30.8

Bio-Retention Design
Site Information
Sub Area Location: Drainage To Bio-Retention Area#2 (building)
Drainage Area (DA) = 0.5 Acres
Impervious Area (IA) = 0.35 Acres
Percent Impervious (1) = 70.0 %
Required Water Quality Volume '
Design Storm = 1.5 inch
Determine Rv Value = 0.05 +.009 (1) = 0.68 in/in
Water Quality Volume = 0.043 ac-ft
Water Quality Volume = 1,851 cf
Water Quality Volume = 1.020 inches of runoff
NOAA 1-ear, 24-hour event= 3.63 inches
Pre -Development Peak Flow (1-year, 24-hour storm):
Drainage Area =
0.5
Acres
Pre -Development Runoff Coefficient "C"=
0.3
Intensity "I'=
4.710
Pre -Development Peak Flow =
0.71
cfs
Post -Development Peak Flow (1-year, 24-hour storm):
Drainage Area =
0.5
Acres
Post -Development Runoff Coefficient "C"=
0.76
Intensity "I" =
5.900
Post -Development Peak Flow =
2.24
cfs
Discharge for Ponded Area
Maximum Pending Depth =
12 in
Filter Bed Surface Area Used =
2,140 sf
Top of Filter Media Elevation =
28.8
Media Infiltration Rate =
2.00 in/hr
Media Infiltration Time =
6.0 hr
Discharge for Bioretention Filter Media
Filter Bed Depth =
2.33 It
Maximum Pending Depth =
12 in
Filter Bed Surface Area Used =
2,140 sf
Top of Filter Media Elevation =
28.8
Media Infiltration Rate =
2.00 in/hr
Media Infiltration Time =
14.0 hr
Water Quality Volume =
0.043 ac-ft
Water Quality Volume =
1,851 cf
Drawdown =
0.011 cfs
Underdrain Pipe Size =
6 in
Number of Pipe Rows =
2 10ft on center (typ)
Length of Pipe Row =
80 If
Number of Perforations =
1,264
50% of Perforations =
632
Capacity of one perforation =
0.0062 cfs
Total Capacity=
3.93 cfs
Is Total Capacity> Drawdown?
Yes
Underdrain pipe capacity
Slope =
0.005 %
Underdrain Area =
0.1963 sf
Underdrain Perimeter=
1.5705 If
Capacity of pipe =
0.40 cfs
Capacity of pipe (50% clogged) =
0.20 cfs
Is Total Capacity > Drawdown?
Yes

Triangle Site Design, PLLC
Drainage Area (acres).,
Curve Number Calculation (CN)
Post -Developed Conditions (Bio-Retention Pond#2)
0.5
soil Group Map Symbol
A/B BaB/GpB
Land Use Description
Open Space - Good Condition
Impervious Area - Parking/Bldg
Soil Description
Baymeade/Goldsboro
Existing Soil Group Acres
A/B 0.15
A/B 0.35
Acres Percent of DA
0.5 100%
Curve # Weighted CN
45 13.5
98 68.6
Cumulative Curve # = 82A
Rational Runoff Coefficient "C"
0.5
Land Use Description
Acres
% Site Runoff "C"
"C"
Roofs
0.21
42% 0.95
0.40
Asphalt/Concrete Pavement
0.14
28% 0.95
0.27
Lawn
0.15
30% 0.3
0.09
Wooded
0
0% 0.15
0.00
Cumulative "C" =
0.76

Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Pond No. 1 - BMP Pond
Pond Data
Contours - User -defined contour areas. Conic method used for
volume calculation. Begining
Elevation = 28.80 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cult)
0.00 28.80
2,140
0
0
0.20 29.00
2,300
444
444
1.00 29.80
2,980
2,106
2,550
1.20 30.00
3,150
613
3,163
2.00 30.80
3,875
2,805
5,967
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.83
0.00
0.00
0.00
Span (in)
= 0.00
0.06
0.00
0.00
Crest El. (ft)
= 29.80
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 28.80
0.00
0.00
0.00
Weir Type
= Rect
---
---
---
Length (ft)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope (%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Ezfil.(in/hr)
= 2.000 (by Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
2.00
1.80
1.60
1.40
1.20
1.00
0.80
0.60
0.40
0.20
000
Note, CulveNOrifice oudlows are analyzed under inlet (ic) and outlet (m) cannot. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Discharge
Elev (ft)
30.80
30.60
30,40
30.20
30.00
29.80
29.60
29.40
29.20
29.00
2880
0.00 0.50 1.00 1.50 2.00 2.50 3.00
Total Q Discharge (cfs)

'
1
Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Hyd. No. 1
BMP Pre -Developed
Hydrograph type
= SCS Runoff
Peak discharge
= 0.006 cfs
Storm frequency
= 1 yrs
Time to peak
= 778 min
Time interval
= 1 min
Hyd. volume
= 190 cult
Drainage area
= 0.500 ac
Curve number
= 45
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc. (Tc)
= 10.00 min
Total precip.
= 3.63 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Q (Cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
BMP Pre -Developed
Hyd. No. 1 -- 1 Year
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

Hydrograph Report
`a
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
1 yrs
Time interval =
1 min
Drainage area =
0.500 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
3.63 in
Storm duration =
24 hrs
Q (cfs)
2.00
1.00
0.00
0 120 240
Hyd No. 2
BMP Post -Developed
Hyd. No. 2 -- 1 Year
Wednesday, Jul 4, 2012
Peak discharge = 1.753 cfs
Time to peak
= 718 min
Hyd. volume
= 3,553 cuft
Curve number
= 82.1
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type II
Shape factor
= 484
360 480 600 720 840 960
Q (cfs)
2.00
1.00
0.00
1080 1200 1320 1440
Time (min)

Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Bio-Ret
Hydrograph type = Reservoir
Storm frequency = 1 yrs
Time interval = 1 min
Inflow hyd. No. = 2 - BMP Post -Developed
Reservoir name = BMP Pond
Storage Indication method used. Exfiltration extracted from Outflow.
Q (cfs)
2.00
1.00
0.00
0 180 360 540 720 900 1080 1260 1440 1620
Hyd No. 3 — Hyd No. 2 .% Total storage used = 1,640 cuft
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Wednesday, Jul 4, 2012
= 0.000 cfs
= 705 min
= 0 cult
= 29.45 ft
= 1,640 cuft
Post Through Bio-Ret
Hyd. No. 3 -- 1 Year
Q (cfs)
2.00
1.00
0.00
1800
Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31D® 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Hyd. No. 5
BMP Post -Developed
Hydrograph type =
SCS Runoff
Peak discharge
= 0.034 cfs
Storm frequency =
1 yrs
Time to peak
= 152 min
Time interval =
1 min
Hyd. volume
= 217 cuft
Drainage area =
0.500 ac
Curve number
= 82.1
Basin Slope =
0.0 %
Hydraulic length
= 0 ft
Tc method =
USER
Time of conc. (Tc)
= 5.00 min
Total precip. =
1.00 in
Distribution
= SCS 6-Hr
Storm duration =
6.00 hrs
Shape factor
= 484
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
BMP Post -Developed
Hyd. No. 5 -- 1 Year
0 60 120 180 240 300 360 420
Hyd No. 5 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Hyd. No. 6
tin Route Thru Bio-Ret
Hydrograph type = Reservoir
Peak discharge
= 0.000 cfs
Storm frequency = 1 yrs
Time to peak
= 179 min
Time interval = 1 min
Hyd. volume
= 0 cult
Inflow hyd. No. = 5 - BMP Post -Developed
Max. Elevation
= 28.83 ft
Reservoir name = BMP Pond
Max. Storage
= 59 cult
Storage Indication method used. ExfiItration extracted from Outflow.
0 (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
000
tin Route Thru Bio-Ret
Hyd. No. 6 -- 1 Year
0 60 120 180 240 300 360 420 480
— Hyd No. 6 — Hyd No. 5 Total storage used = 59 cult
540
Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 1
BMP Pre -Developed
Hydrograph type = SCS Runoff
Storm frequency = 10 yrs
Time interval
= 1 min
Drainage area
= 0.500 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 6.83 in
Storm duration
= 24 hrs
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
BMP Pre -Developed
Hyd. No. 1 -- 10 Year
0
Wednesday, Jul 4, 2012
Peak discharge = 0.772 cfs
Time to peak
= 721 min
Hyd. volume
= 2,102 cuft
Curve number
= 45
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 10.00 min
Distribution
= Type II
Shape factor
= 484
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

Hydrograph
Report
9
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type = SCS Runoff
Storm frequency = 10 yrs
Time interval = 1 min
Drainage area = 0.500 ac
Basin Slope = 0.0 %
Tc method = USER
Total precip. = 6.83 in
Storm duration = 24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Wednesday, Jul 4, 2012
= 4.234 cfs
= 717 min
= 8,925 cuft
= 82.1
= Oft
= 5.00 min
= Type II
= 484
0 (cfs)
BMP Post -Developed
Hyd. No. 2 -- 10 Year
0 (Cfs)
5.00
5.00
4.00
4.00
3.00
3.00
2.00
2.00
1.00
1.00
0.00
0 120
— Hyd No. 2
240 360 480 600 720 840 960 1080
1
0.00
1200 1320
Time (min)

Hydrograph Report
10
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Jul 4, 2012
Hyd. No. 3
Post Through Bio-Ret
Hydrograph type = Reservoir
Peak discharge
= 0.735 cfs
Storm frequency 10 yrs
Time to peak
= 726 min
Time interval = 1 min
Hyd. volume
= 2,231 cuft
Inflow hyd. No. = 2 - BMP Post -Developed
Max. Elevation
= 30.21 ft
Reservoir name = BMP Pond
Max. Storage
= 3,908 cuft
Storage Indication method used. ExfiIlration extracted from Outflow
Q (cfs)
5.00
4.00
i m
2.00
1.00
0.00
0 120
Hyd No. 3
Post Through Bio-Ret
Hyd. No. 3 -- 10 Year
240 360
— Hyd No. 2
480 600 720 840
_; Total storage used = 3,908 cult
Q (cfs)
5.00
m
3.00
2.00
1.00
3 0.00
960
Time (min)

EROSION CONTROL CALLS (RIP -RAP CALCULATIONS)
Project Information
Project Name: Dollar General
Project #:
Designed by: Date:
Revised by: Date:
Checked by: Date:
Rip -Rap Apron#1
All units are in feel
Dissipater pad designed for full Flow of pipe
Pipe Diameter
d= Flume
Pipe Slope
s=
3
Manning's number
n=
0.013
Flow
Q=
1 cfs
Velocity
V =
2.00 TVs
Dissipater Dimensions
Zone =
2
Stone Filling Class = B
Entry Width ( 3 X Do ) =
3.0 ft
Length (6X Do)=
5.0 ft
Width (La + Do) =
5.0 ft
Min. Thickness =
22 inches
Min. Slone Diameter-
6 inches
3.
RIP-RAP.xls - 7/4/2012 Page 1 of 6

Rip -Rap Apron#2
Pipe Diameter
d=
12 in
Pipe Slope
s=
0.5 %
Manning's number
n=
0.013
Flow
Q=
i cfs
Velocity
V =
2.00 f /s
Dissipater Dimensions'
Zone =
Stone Filling Class =
Entry Width ( 3 X Do ) =
Length (6 X Do) =
Width (La + Do) _
Min. Thickness =
Min. Stone Diameter=
3.
2
B
3.0 it
6.0 ft
7.0 It
22 inches
6 inches
All units are in feet
— Dissipator pad designed for full flow of pipe
RIP-RAP.xls 7/4/2012 Page 2 of 6

Rip -Rap Apron#3
Pipe Diameter
d=
15 in
Pipe Slope
s=
0.5 %
Manning's number
n=
0.013
Flow
Q=
1 cfs
Velocity
V =
2.00 fUs
Dissipator Dimensions
Zone =
Stone Filling Class =
Entry Width ( 3 X AO) _
Length (6 X Ad )=
Width (La +Ao) _
Min. Thickness =
Min. Stone Diameter-
3
2
8
3.0 ft
5.0 ft
5.0 ft
22 inches
6 inches
'All units are in feel
Dissipator pad designed for full Flow of pipe
RIP-RAP.xls 7/4/2012 Page 3 of 6

Rip -Rap Apron#4
Pipe Diameter
d=
12 in
Pipe Slope
s=
0.63
Manning's number
n=
0.013
Flow
Q=
1 efs
Velocity
V =
2.00 ft/s
Dissipator Dimensions'
Zone =
Stone Filling Class =
Entry Width ( 3 X A,) =
Length (6 X A,)=
Width (La + Ao) =
Min. Thickness =
Min. Stone Diameter=
3
0
2
3.0 ft
6.0 ft
7.0 ft
22 inches
6 inches
All units are in feet
Dissipater pad designed for full Flow of pipe
RIP-RAP.xls 7/4/2012 Page 4 of 6

Rip -Rap Apron#5
Pipe Diameter
d=
15 in
Pipe Slope
s=
1 %
Manning's number
n=
0.013
Flow
Q=
1.3 cfs
Velocity
V =
2.00 ft/s
Dissipator Dimensions
Zone =
Stone Filling Class =
Entry Width ( 3 X Ao ) =
Length (6X Ao)=
Width (La +A,) =
Min. Thickness =
Min. Stone Diameter-
3.
2
3.8 ft
7.5 ft
8.8 it
22 inches
6 inches
All units are in feet
Dissipator pad designed for full flow of pipe
RIP-RAP.xls 7/4/2012 Page 5 of 6

Rip -Rap Apron#6
Pipe Diameter
d=
15 in
Pipe Slope
s=
1 %
Manning's number
n=
0.013
Flow
Q=
2 cfs
Velocity
V =
2.00 Ills
Dissipater Dimensions `
Zone =
2
Stone Filling Class =
B
Entry Width ( 3 X A,) =
3.8 ft
Length ( 6 X A,) =
7.5 ft
Width (La + A,) =
8.8 ft
Min. Thickness =
22 inches
Min. Stone Diameter—
6 inches
' All units are in feet
Dissipater pad designed for full flow of pipe
RIP-RAP.xls 7/4/2012 Page 6 of 6

Responses to NCDENR Stormwater Comments - Project #SW8-120705
1" Submittal Comments — 8/8/12
1. Pending sales agreement is included in the submittal package
2. Updated SHWT boring map is included in the stormwater calculations. SHWT is reported as a
depth & as an elevation
3. Pond#1 calculations were revised to fix rounding errors.
4. Pond#1 supplement was revised to fix temporarypool elevation & small adjustments per
comment#3 above
5. Pond#2 supplement was revised to fix temporary pool elevation
6. Note added to grading plan that no wetlands/stream features are on the site
7. Drainage delineation line is added to the revised grading plan
8. Additional spot elevations were added to the revised grading plan
9. The roof drains at the front of the building capture the front porch area only (about 50sf total
area) and are there to keep water away from the front sidewalk area of the building. The roof
drains at the rear of the building capture the runoff from the building and divert it to Pond#2.
10. The discharge point from Pond#2 was modified to divert runoff away from the adjacent
property and towards Charles Road
11. Plans & calculations were reviewed as requested
SEP 0 71012
ev.�

L—N-
Transmittal
TRIANGLE
S I T E D E S I G N
Date: June 29, 2012 Job Number:
Project Name: Dollar General —Onslow County - SW8-120705
To: Ann. Christine Nelson
NCDLNR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
910-796-7215
lilt, are sending these by
❑ U.S. Mail
❑ Other
IVe are sending you
❑ Attached ❑
❑ Shop drawings
❑ Other
4006 Barrett Drive. Suite 203
Raleigh, North Carolina. 27609
'I EL [phone]
❑ Hand Delivery
Under separate cover via the following ilents:
Prints/flans ❑ Samples ❑ Specifications ❑ Chance Orders
Cnniec Date Na Desrrintion
I
13io-Retention Supplement (pond 41 & pond tit)
2
Revised Calculations (Including project narrative, SI I WT &
USGS map)
2
Construction Drawings (Revised Grading & BMP Details)
I
Pending Sales Agreement
I
Comment Response Letter
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® for review and comment ❑ Returned I -or corrections ❑ Retum ❑ Corrected prints
Remarks:
Copy to: Signed:
A�attt
WLowder. P
ECEIVE
p SEP 072012

AsADZp
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
August 8, 2012
%Mr. George Barnes, Jr.,Manager
Glandon Forest Equity, LLC
3900 Merton Drive, Suite 210
Raleigh, NC 27609
Subject: Request for Additional Information
Stormwater Project No. SW8 120705
Dollar General - Piney Green Road
Onslow County
Dear Mr. Barnes:
The Wilmington Regional Office received and accepted
Management Permit Application for the Dollar General
2012. A preliminary in-depth review of that information
application is not complete. The following information i
stormwater review:
Dee Freeman
Secretary
a State Stormwater
at Piney Green Road on July 6,
has determined that the
s needed to continue the
A. Please provide a copy of the pending sales agreement between White Oak River
Road Investments, LLC and Glandon Forest Equity, LLC.
-22.. Please provide a map identifying the locations of the soil boring(s). Please note
that a boring should be taken at the location of each proposed BMP.
Additionally, the soils report should contain the estimated Seasonal High Water
Table (SHWT) elevation at each proposed BMP location reported in FMSL, not'
as a depth Below Existing Ground (BEG). If the SHWT is reported as a depth
BEG, the boring map or site plans must include the existing ground elevation at
the location of each boring to assist in identifying the SHWT elevation.
✓3. Rounding numbers during the calculation process can result in inconsistent
information. The percent of impervious area associated with drainage area 1 is
reported as 76.9% in both the application and supplement, however the
calculations indicate it is 76.0%. This looks to be a rounding error due to
converting the drainage area and impervious area from square feet to acres.
14. For BMP 1, the temporary pool elevation is identified as being 27.0 ft at the top of
page 2 of the Bioretention Cell Supplement, which is the same elevation as listed
for the planting elevation. With a ponding depth 12 inches of water, the
temporary pool elevation listed on the supplement should be 28.0 ft. Please
ensure the information is presented consistently and accurately.
✓5. For BMP 2, the temporary pool elevation is identified as being 254 ft at the top of
page 2 of the Bioretention Cell Supplement. Please correct this entry to reflect
the selected temporary pool elevation.
Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 North Carol i n a
Internet: vrvrv+,ncxaleiquality org �/a dumil ff
An Eoual O000nunily l Affirmative Action Employer v V "

George Barnes, Jr.
August 8, 2012
Stormwater Application No. SW8 120705
V7. Although a drainage area map was included in the calculations, please delineate
the post -development drainage areas within the set of plans.
/ 8. Please provide additional spot elevations along the drainage divide of the grading
plan to demonstrate the high points and which direction the water will be
directed.
,,9 The grading plan indicates that there are roof drains proposed along the front of
the building that are directed to BMP 1. The drainage area map provided in the
calculations indicates that the entire roof will be directed to BMP 2. Please
identify which portion of the roof these drain lines will be collecting and update
the drainage area map and other documentation accordingly.
,10 The plans indicate that the discharge from the.BMPs will be directed onto the
property owned by Ms. Elaine Murphy. Please demonstrate that there is an
existing natural drainage channel that is on this property capable of handling the
discharge and either demonstrate that there is an existing drainage easement or
/ provide a letter from that property owner agreeing to the proposed discharge.
�./11. Please remember that a change to one number may have a domino effect on
other numbers. Please check all plans, calculations and forms and make
changes as needed.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to September
10, 2012, or the application will be returned as incomplete. The return of a project will
necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email 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.
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. If you have
any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
l_YVWj�Q�
Christine Nelson
Environmental Engineer
GDS/can: S:=QS\Stormwater\Permits & Projects\2012\120705 HD\2012 08 addinfo 120705
cc: Matthew Lowder, Triangle Site Design
Wilmington Regional Office Stormwater File
Page 2 of 2

Completeness Review Checklist
Project Name: �Jcnw. ( _ �� ,cam, ��'' F Received Date:
Project Location: Accepted Date:
Rule(s) a" Coastal M1995 Coastal UPhase II (WiRO) ❑Universal 01988 Coastal
Type of Permit: New for Mod or PR Existing Permit # (Mod or PR): FIFE Cert on File?
Density: HD or LD Type: ommerci or Residential 11NCG:
%: % OK?) Stream Class: c— —L&') �SA Map �Offsite to SW8
Subdivided?: Subdivision or Ingle Lo 1 MORW Map MExempt
Paperwork Emailed Engineer on:
Eg4upplement(s) (1 original per BMP) BMP Type(s): o� �lo�F tEnTCtc9N
12O&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
Application with correct/original signatures
orp or LLC: Si . A t i. Aer SoS or letter Note to Reviewer:
[2!�505 (within 6mo) - 13ut-M.See �pQtsC/)AYr
Soils Report with SHWT
Olfa�lculations (signed/sealed)
No obvious errors
includes common areas, etc
Restrictions, if subdivided:
"Signed & Notarized
Correct Temo_I_ate_(Comm/Res & HDAD) or Dec. Covenants & Rest
Plans .,/
Sets El Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc) L7 G7om iv SHc n
Grading Wetlands: Delineated or No Wetlands -2aGt'
Vicinity Map Layout (proposed BUA dimensions)
Legend E]DA Maps El Project Boundaries
Infiltration Wet Pond offsite
Soils Report Soils Report �PE Cert for Master Lot #:
SHWT: �SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed:. Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

oErna>MpH u
n, +
LIMITED LIABILI'CY COMPANY
ANNUAL REPORT
NAME- 01: LIMITED LIABILITY COMPANY: Glanrlon Forest Fyuay. LLC
REPORT FOR TTIF, YEAR: 2012
SECRETARY 017 STATE L.L.C. ID NUMBER: 0851022
NATURE, OF BUSINESS: Real Estate
REGISTERED AGENT: Ilepps. Shrerri
REGISTERED 01,FICE MAILING ADDRESS: 3900 Merton Drive, Suite 210
Raleigh, NC 27609
L-Filed Annual Report
-1-0-7990361
Do not dala enter manually.
SI-A1-13 OF INCORPORATION: NC
REGISTERED OFFICES FREETADDRESS: 3900 Merton Drire. Suite 210
Raleigh, NC 27609 {Fake Co a iv
PRINCIPAL OI'1'ICE'fELEPFIONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 3900 Herron Drive. Suite 210
Raleigh. NC 27609
PRINCIPAL OFFICE STREET ADDRESS: 3900 Merton Drire. Suite 210
Raleigh, NC 27609
MANAGERS/MEMBL'RS/ORGANI%ERS:
Name, George T. Barnes,lr.
Title: Member
Arlrtress:
3900 Moron Drive. Strife 210
Raleigh. NC 27609
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED 13Y ALI. LIMITED LIABILITY COMPANIES
George T. Barnes Jr.
FORM MUST 13E SIGNED BY A MANAGERAIEMBER
George T. Barnes Jr.
03/30/2012
DATE
Member
TYPE'OR PRMT NAME TYPE OR PRIN"f TITLE
ANNUAL REPORT 17EF,: S200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525
•� JUL 0 6 2012

, . .
851022
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Date Filed: 6/14/2006 8:17:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200616300082
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Glandon Forest Equity, LLC
2. 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.)
3. 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, (� or both. Note: This document must be signed by all persons listed here).
Sherri Hepps, 3900 Merton Drive, Suite 210, Raleigh, NC 27609
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 3900 Merton Drive, Suite 210
City, State, Zip Code Raleigh, NC 27609 County Wake
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 : Sherri Hepps
Principal office information: (Select either a or b)
a. N 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 3900 Merton Drive, Suite 210
City, State, Zip Code Raleigh, NC 27609 County Wake
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

C200616300082
8. Check one of the following:
X (i) Member -managed LLC: all members by.virtue of their status as members shall be
managers of this limited liability company.
(ii) 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 filing, unless a date and/or time is specified:
This is the 5th day of June , 2006
Sherriann Hepps / Organizer
Type or Print Name and Title
NOTES:
1. Filing fee is $125. This document must be filed with the Secretary of State,
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622

�eearmye E-Filed Annual Report
-I-0-4807865
LIMITED LIABILITY COMPANY
ANNUAL REPORT tromDo t data ccr manually.
NAME OF LIMITED LiA13ILITY COMPANY:
li%IITE 0/II: R]l'Flt ROADGVPE.S"IiNlN%S, LLC
REPORT FOR TI I YEAR: 2012
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER:
0410394
NATURE OF BUSINESS: Aparnnen Renmlc7rental
S7orage Buildings
RL'GISTERC-D AGL'Nf: COLLINS. E CR lli4'ORD
REGISTERED OFFICE MAILING ADDRESS:
2705 While Oak River Rd
,14aysville. NC 28555
REGIS FERED OFFICE SFREET ADDRESS:
2705 While Oak River Rd
Mavcville, NC 28555 All Cohn,
PRINCIPAL OFFICE TELEP610NL NUMBER:
[phone]
PRINCIPAL OFFICE MAILING ADDRESS:
2705 017ile Oak River Rd.
Maysville, NC 2855.5
PRINCIPAL OFFICE STREET ADDRESS:
2705 li'hile Oak River Rd
Marsville. NC 28555
DAANAG ERS/M EM BI-:RS/ORGAN IZIiRS:
Nanc: E Crarrfrn-d Collins
Name. Susan O Collins
Tide: Manager
Tide: Manager
Address:
Address: _
2705 White Oak River Rd
2705 While Oak River Rd.
Afaysville. NC 38555
Vfaysville, NC 28555
CERTIFICATION OF ANNUAL REPORT MUST BF COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Ii CrauTord Collins
03/13/2012
FORM MUST BE SIGNED I3Y A MANAGEIUMEMBER DATE
E. Crawford Collins
Manager
'1'YPI: OR PRINT NAME
TYPE OR PRIM" I'll LE
ANNUAL 12I:POR'I PEE: S200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29523 • Raleigh. NC 27626-0525
IECEI b E
JUL 0 6 2012

(Page 1 of 2)
r .
Tax Lot No
Verified by
I�p�N����'�IV�I�ppl�'IpGl��dp'pp Dec ID: 000166245VD2 Type: clip
Recorded: 0]/la/200a at 03:51:32 Pr
Fee Art: $157 00 Page 1 0/ Exclse Tex: $140.00 1
0na2ov ccuntY, NL
Bx2284 pa193f 194eeda
Excise Tax $140.00 I Recording Time. Book and Page
_ Parcel Identifier No. 1114 98.1
County nn the —day of , 2004.
Mail after recording to White Oak River Road Invesunents', hLC, 2705 White Oak Riser Road. Mir, dle, NC 28555
This instrument was prepared by Lanier & Fountain, 114 Old Bridge Street, Jacksonville, NC 285401mp
Bricf Description for the index Piney Oran Rd. SRI406, Lot I, Haaun & Hall
Division
NORTH CAROLINA GENERAL WARRANTY DEED
/vk]
GRANTOR
Earl G. Hansen,
and wife,
Barbara A. llansen
GItv1N I EE
While Oak River Road Investments, LLC
2705 White Oak River Road
MaysrBle, NC 28555
Enter in appropriate block far each party name, address, and, if appropriate. character ofentity, 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
sin(,vlar, plural, nuuuline, ferninine or neuter as rNuued by context.
W ITNESSF 111, that the Gon mr, for a valuable consideration paid by the Grunlee, the receipt of which is hereby xknowledged, has and
by these presents does grant, bargain, sell and convey now the Grantee in Cm simple, all that certain lot or parcel of Lard situated in
Onslow County, North Carolina and nxxe particularly described as lidlox,
Being all of Lot I, Boundary Survey and Division for Ann E. Hall and Barbara A. Hansen, according to the plat thereof, retarded in
Map Book 30, Page 44, Slide G-272, in the Office of the Register of Dee& of Onslow County, North Carolina.
This deed pmented to
Subject o encumbrances, easements, and restrictions of record. The Onslow Co' ax ce /
Dale f ds Icrk__L
EC L @VE..
JUL 0 61011
r
Hook: 2284 Page: 193 Seq: 1

(Page 2 of 2)
The property hercinalane described war, acquired by Grantor by instrument recorded in Book 1212, Page 261.
A neap showing the above described property is recorded in Map Book 30, Page 44.
TO I LAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances dncmto belonging to the Grantee
in fee simple.
And the Granter covcnamts with the Gmmec, that Gramme iS seved of the premises in fee simple, has the right to convey the same in
fee simple, that title is meakeerble and free and cle:u of all encumbrances. mid that Grantor will warrant and defend the tide against the
lawful claims ofall pecans wbumwe.er except for die exceptions hereinafter stated.
Title to the property heminabove described is subject m the following exceptions:
IN WITNESS WI HiREOF, the Grantor has hc7cumo ncl his hand and seal, or if corporate, has caused this inFnunicin to be
signed in is corporate name by its duly authorind officers and it seal to be hereunto affixed by authority of its Board of
Director, die day and year first above written.
!r ./,}L'✓n�id't" (SEAL)
(Corporate Name) Earl G. Harsen
President Barbara A. I lansen
ATTEST: (SEAU
Secretary (SEAL)
(Corporate Seal)
STATE OF _NORTH CAROLINA _COUN'IY OF: _ONSLOW
h the undersigned, a Notary Public of the County and Sure aforesaid. cenily that Earl G.
SLAT: S FAMP
Ilareen and wife. Barham A. Hansen_, Grantors, personally appeared beliue me this day and
acknowledgelthe execution of the foregoing instrument. Witness my hand and official stamp or
seal, this 2004.
Wcommissionexpin5: F-14'O8
FA
e
� •1
Nosy Public
111ji.
STA I OF: COUNTY OF:
SEAL -STAMP
1, the undersigned, a scurry Public of the County and State aforesaid, certify that
persohtally carts; before me this day and acknowledged that he is President of a
North Carolina corporation, and that by authority duly given and as the act of the corporation, die
foregoing insmiment was signed in its name by its President. sealed with its corporate seal and
attested by him as its President. Witness my hand and official stamp or seal. this the day of .
2004.
My commission expires:
Notary Public
The foregoing Cenificate(q of
Janet F. 1UckB .
ecare certified to be corrceL This instrument and the, certificate arcduly registered at die date and time and in the Book and Page shown
onthe Bntpag hereof
RBGIS7ER OP DEEDS FOR (htslve COUNTY
By ------
Depwy'Assistant-Register of Deeds.
Book: 2284 Page: 193 Seq: 2

I
(Page 1 ' 5)
Tax I "n No.
Verified by,
101111111011111111MIRIIM111011111N1UH1Rl1illl
Doc ID: 000101530005 Type: ORP
Re cp rded: 05/21/2004 at 04:07:42 Pn
Fee Amt: $136.00 page 1 of 5
Excl se Tex: $110.00
Onsl" County, NC
MI ldred 11 Thomas Register of Deeds
9K2250 PD498-502
Exeire Tax S 110.1'� I 17ecordinn Time. Book and Paec
Panel Identifier No
County on the _ day of
2004
.Mail a0er cco,ding to White Oak River Road hncstmcnts, LLC, 2705 While Oak River Road lla)sx'ille. NC 28555
lLis in>ounmnt teas prepan•A by Lunier & Fountairvjt, 1 N Old Hridge Street, lacksancille, VC 28 VO
This deed presented to
Brief Description lire the index SR 1406 Piney Green Rd. & Charles Rd. The Onslow Co Tax 011ice
NORI'll (.AROLINA CFN$1R,1I. WARR,1NIY OF.ED
behvcpn
GRANTOR
DORO'1'I IY (TILL CRANER, widow
DORIS HILL MCI.AUGIILIN,and husband
IOHN F. MCLAUGHI.IN
CHARIA M. HILL, and wife
CAROL HILL
vtt t erh.lpSON and 6ryFFard
t.LOYD SIMPSON
GRAN'I'Iai
WIIITH OAK RIVER ROAD INVFSTMFN'IS. LLC
Enter in appropriate block for each party: name, address. and, if appropriate, character of entry, e.g., corporation or partnership.
'fhe designation Grantor and Grantee as used herein shall include said panics, their heirs. successors, and assigns. and shall include
singular,pluml, masculine, feminine or newer as required by contest.
W 1 I NESSEI'11, that the Grantor. far a valuable consideration paid by the Grantee, the receipt of which is hereby acknuw (edged. has
and by'these presents does grant. bargain. sell and colney unto the Grantee in fee simple, all that certain lot ut parcel of land siluated
in W him Oak'1"ownship. Onslow County, Nonit Carolina and mare panicularly described as fellows:
BEG I N A'F AN IRON S'I'AKF LOC'A I'ED \HIRE THE Southern right ol'wav of NCSR 1406 (Pine' Green Road) into sects the
Easunn right of way ofC'hai les Road as per nmp recorded in Map Hook 8, Page 69. thence front the described beginning and along
the tight of nay ofNCSR 1406 South 69 degrees0l minutes 08 seconds East 176.60 feet to an existing iron stake; thence leaving the
said right ufn'aySouth 3I degrees 20 mines 28 seconds West 229.14 feet to an iron stake; thence North 68 degrees 58 minutes 51
ucmtds Wcst 146.64 feet to an iron stake located in the said right of t ay of Charles Be.(]; thence along Charles Road \onh 30
degrees 30 ntituks 00 seconds Fast 21.30 feet to a point of cunvturc; thence along the said curve which has a radius ot'716.95 feel
unhetly and to the left an are distance of 141.45 feet to a point of tangency: thence North 19 degrees 11 nunutes 00 seconds Fast
(,145 feet to the point ofbcainning, Containing 0.80 acres. The courses contained herein are correct in angular relationship and are
referenced to North as per Map Book 8, Page 69 of the Onslow County Registry'. According to sunev of Barden I.anier, RLS I.
1223 dated August 9. 1991.
'ILe prapcny hereinubote described was acquired by Grantor by instrument recorded in Book, Page.
A map showing the above described property is recorded in Map Book Page -
"IO I IA VF AND'1'0 HOLD doe aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in Ice simple.
Arid the Grantor covenants with the Grantee, that Granter is seized of the premises in tie simple. has the right in convey the Sallie
in tie Simple. that title is rtureelable and free and clear of all encumbrances, and that Grantor will warrant and defend the title
against the law till claims of all persons s hurrtwrever except for the enceptions hereinafter stated.
l'itle to tire property hercinabove described is subject to the following exceptions:
ECE'VE
JUL 0 6 2012
BY:_
Book: 2250 Page: 498 Seq:

(Page 2 of 5)
IN WI NGSS WI ILREOI', the Grantor has hereunto set his hand and seal. or if corporate, has caused this instrument to be
signed in its corporate name by its duly aulhon7ed officers and its seal to be hereunto affixed by authority of its Board of
Dirccmrs, the clav and rear Grst shove o,nimi.
V / (SEAL)
D rothy Bill C'raner
I / /
Dons hill McLaughlin
Joint 1'. McLaughlin
(SEAL)
Lsthcr Ilill Simpson
(SEAL)
Lloyd Simpson
(SLAI.I
Charles M. Bill
(SE.AL)
Canal Hill
srn'rlt nr,lJE'(f�f/� couvrvor: !_.h ILAL 6
1. Ne mdrrymN, lic of Ihr Caunm ant Sure afo:miJ, rmily that WINIIp hill Crdner. Gnuor, p -111A%
appomJ Gf-.m e., Jay au: sAnmddprW tte n n ui d-, imcE iry N.wumnt. U.mrss my F.J and ull'cul
smn,p n: sal. m� 6 e r(1�r L �p0y
xlv mmni eia�euplres' �}{4/q��
PaNx
SWFOP:_LJ Fi_'S.lx COGNR'OF
I. tar, mdasignrd, a Noma Public or the Qmnp acd Snm albrmiJ, eenily IN, Urns I W1 kid nupM1l'm mW hV41.1d John
1. Wa Laughlin. Gnntwv p,.It, appvN Glom as, this Jar mW a'].-/1...,Ldced iow c.rcmion .1:hr WM'111,
mamp nt.0.'incu my Iund mW ocicel sta"orsal,this_t, Jayn, Af:1I
Alv <orzn4ssinn cup r �/�J/� I I1
✓� Now Ppblir
1. lhr utd.,sd. a N''ola7 Publk .I L'c L'oatn aW S. of W, emit, Jut ("uis Nt 11.11 and wilt ('anal H.M.
G n,r,.., se,,.alydp,ared I1 .,re,L5.5 day Nd acAn.wclgcd J4,,ca:iJnJl111r fve,ongunvuneo. \a'l1YSt :I1)'
ha.J and u0icial slag of .1. Ili, _ Jpy.1'
M., a.ram. r,ins.
Nntv)'Pubb,
STIM OP'. COINI) OF.
1.1he OdmaE N. a Snwm P.hlia 4 0w C unnty anJ Sum alinxuid roily tlm Fs1M1e: hill Singem. uW LuilwnJ IJoN
vnq,u., Gmn:m, pro r: N Gtbre .v ftU Jay and J,J the,,aun uttha tbmguinr Bsuul.rm
Wars, my Im.J ar l.Ilicia a'anW s xal, Ihu _da. of
>ty r�m.,..,io. cxpircs.
Noruy Public
Book: 2250 Page: 498 Seq: 2

(Page 3 of 5)
IN WITNESS \\'IIF REOF, the Graru., has hereunto set his hand and seal, or i(corporate, has caused (his instrument to be
signed in its corporate name by its duly amhorimd officers and its seal to be hereunto affixed by authority of its [hard of
Directors, the dxv and Year first above written.
John F. N1cl.aughlin
"SEAL -STAMP _{,a...
9LV F.OF�Jm� C'OUNTFOF: t
I.(hc urderonJ, .Ail.. L'ubliro((MCounpvad sute,o,n Nceury ant,leln, r, McLaugn1pn.6n..1.".0a5 limy
.. xigc'yN Mfoa ne Inu Aar aM rro,.ICE�d (F<exttu,lan of the faregoiag insmlm[nl. \Time.. n:y' LanJ ucA o0l.ivl
surlq nr seal. A,is 1j*'Ly
mymmmouale.plrn L- i ti
E'M CLIENTS'•\Nhite Oak nivm Road lrv104WnOJT:Wa... ru, Doee (NEM.wrp
]look: 2250 Page: 498 Seq: 3

(Page 4 of 5)
I �
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and sea). or if corporate, has Caused this insitutnew to be
signed in its curfoiate name by its duly authorized officers died its seat to be hereunto affixed by authority of its Board of
Davct,,,.the day mid Ycat first above written.
SFAL-SEMNIF
cherrk.s M. Hill
STATITOF ?I*rf+l
i, 111c tio,koiool. a Nrea, Nbli, .1 the C.jti,, .,A S1.. aforcsaid. erTlly 11,, Chad. M 11.11 ald 111, C.,t 11111,
,xwcd1ofu,c rwhis day andazkwwkJ6ed de necariio or trd t,g IV Udin,rixL, Wuocs, nn
M.,
1:a
E%W CLIEN MWhide Oak River Road Inv104 wh() 32 7VWarranvv Ned I NF.Wr.wpd
Book: 2250 Page: 498 Sect:

(Page 5 of 5)
IS U'I'I :NESS WHERFOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this inslnunenl to be
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Hook: 2250 Page: 498 Seq: 5

TRIANGLE
S I T'c' D E S I G N
Transmittal
Date: June 29, 2012 Job Number:
Project Name: Dollar General — Onslow County
To: NCD177NR
Division of Water Quality
4006 Barrett Drive. Suite 203
Raleigh, North Carolina. 27609
Tlil, [phone]
127 Cardinal Drive Extension M. M
910-796-7215 n JUL 0 6 201Z 11
We are sending these by
❑ U.S. Mail ® UPS ❑ Hand Delivery
❑ Other
We are sending you
❑ Attached ❑ Under separate cover via the follomisg items:
❑ Shop drawings ® Prints/Plans ❑ Samples (I Specifications ❑ Change Orders
❑ Other
(^an%Ps /)atv Nn i)rsrrintinn
2
Stonnwater Permit Application( I original & I copy)
I
Bio-Retention Supplement (pond # I & pond #2)
1
Permit review fee ($505.00)
Calculations (Including project narrative, SHWT & USGS map)
2
Construction Drawings
I
Property Deed
I
LLC Documentation & Property Owner authorization
These are transmitted as checked below:
❑ For your use
❑ Approved as submitted
❑
Resubmit ❑
Copies for approval
❑ As requested
❑ Approved as noted
❑
Submit ❑
Copies for distribution
® For review and comment
❑ Returned for corrections
❑
Return ❑
Corrected prints
Remarks:
Copy to:
Signed: Z4rV7( 11\_4
Matt Lowder, PE.