SW8111107_HISTORICAL FILE_20111118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \1110-1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo \\ \\ \q
YYYYMMDD

e�� . NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
November 18, 2011
George T. Barnes, Jr., Member/Manager
Glandon Forest Equity, LLC
3900 Merton Drive, Suite 210
Raleigh, NC 27609
Subject: State Stormwater Management Permit No. SW8 111107
Dollar General — Sneads Ferry
High Density Commercial Wet Detention Pond Project (Class SA waters)
Onslow County
Dear Mr. Barnes:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for Dollar General — Sneads Ferry
on November 18, 2011. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8 111107
dated November 18, 2011, for the construction, operation and maintenance of the BMP's and built -upon area associated with the
subject project.
This permit shall be effective from the date of issuance until November 18, 2021, and shall be subject to the conditions and limitations
as specified therein, and does not supersede any other agency permit or approval. Please pay special attention to the requirements for
Operation and Maintenance, recording of deed restrictions, the procedures for permit transfer and permit renewal in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to
follow the permit transfer procedure or to renew the permit will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory
hearing by filing a petition with the Office of Administrative Hearings (OAH). The 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. A petition is considered filed
when it is received in the Office of Administrative Hearings during normal office hours. The OAH accepts filings Monday through Friday
between the hours of 8:00 a.m. and 5:00 p.m., except for official state holidays. The petition may be filed by facsimile (fax) or
electronic mail by an attached file (with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required
by NCGS §150B-23.2) is received in the OAH within seven (7) business days following the faxed or electronic transmission. Unless
such demands are made this permit shall be final andlbinding. You should contact the OAH with all questions regarding the fling fee
and/or the details of the filing process. The mailing address, telephone and fax numbers for the Office of Administrative Hearings are:
6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone [phone]. FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at [phone].
Sin rely,
?m Coleen Sullins, Director
Division of Water Quality
GDS/ csb: S:1WQS1Stormwater,Permits & Projects12011\111107 HDQ011 11 permit 111107
cc: Matthew Lowder, P. E., Triangle Site Design
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Offoe One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NOCIjI C8I'Otlll c'1
Phone: [phone] FAX: [phone] Customer service: ib77-623-6748 Internet y .nmateroualitv.om a /\�/7mpalli/

State Stormwater Management Systems
Permit No. SW8 111107
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT SA WATERS
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 — Sneads Ferry
NC Highway 172, Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of a.wet detention pond discharging to Class
SA waters in compliance with the provisions of 15A NCAC 2H .1000 and Session Law
2008-211 (hereafter collectively referred to as the "stormwater rules') the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until November 18, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.9 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 34,312 sf of impervious
area.
3. A 50' wide vegetative buffer must be provided adjacent to 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 overflow from the wet pond must flow overland through a.level spreader and
50-foot vegetated filter strip designed to pass the peak flow from the 10 year
storm in a diffuse, non -erosive manner.
5. The drainage area will be limited to the amount of built -upon area indicated in
Sections 1.2 and 1.8 of this permit, and per approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 111107
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all required easements.
7. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, 9cres: 1.03
Onsite, ft : 44,870
Offsite, ft2: N/A
b. Total Impervious Surfaces, ft2: 34,312
Onsite, ft : 34,312
Offsite, ft2: N/A
c. Design Storm, inches: 3.7
d. Average Pond Design Depth, feet: 3
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMS.Z: 45.0
9. Permanent Pool Surface Areq, ft : 3,975
h. Permitted Storage Volume, ft : 9,878
i. Temporary Storage Elevation, FMSL: 46.7
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 1.53
k. Controlling Orifice: VO pipe
I. Orifice flowrate, cfs: 0.03
M. Permitted Forebay Volume, W: 1,531
n. Fountain Horsepower N/A
o. Receiving Stream/River Basin: Everett Creek / White Oak
P. Stream Index Number: 19-32
q. Classification of Water Body: "SA;HQW"
9. A secondary BMP in series with the wet pond must be provided to treat the
design storm discharged from the pond. The secondary BMP is Level Spreader
and Filter Strip, and the following design criteria have been provided in the
secondary BMP and must be maintained at design condition:
a. Level Spreader Length, ft: 10
b. Filter Strip Area, ft : 300
C. Filter Strip Width, ft: 10
d. Filter Strip Length, ft: 30
e. Filter Strip Infiltration Rate, in/hr: 0.5
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, the permittee shall cause a
certification from an appropriate designer for the system installed to be
submitted, 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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 111107
4. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is N/A horsepower.
5. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
q. Access to the outlet structure must be available at all times.
6. 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.
7. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. 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 development, subdivision, acquisition, lease or sale of any, 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.
e. The construction of any permitted BUA within the undeveloped future
areas shown on the approved plans.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 111107
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to 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 supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily 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. Additional or replacement stormwater management systems shall
receive a permit from the Division prior to construction.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 111107
Approved plans, specifications, application forms, and design calculations for this
project are incorporated by reference and are enforceable parts of the permit.
10. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 18th day of November, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 111107
Dollar General — Sneads Ferry
Stormwater Permit No. SW8 111107
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 111107
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes above permanent pool are grassed with permanent vegetation.
9. Vegetated slopes above permanent pool 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 a vegetated shelf, a
forebay, a vegetated filter, level spreader and a secondary BMP.
.15. The required system dimensions are provided per the approved plans.
.16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections

,.rr ..
DWQUSE ONLY
' Date Received
Fee Paid
Permit Number
/1-1s-ii
oao #G a 7
_560////e2
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Il - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater 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 for 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 - Sneads Ferry
2. Location of Project (street address):
NC Highway 172
City: Sneads Ferry County:Onslow Zip:
3. Directions to project (from nearest major intersection):
Project located 0.35 mile West of the intersection of NC Highway 172 & NC Hwy 210
4. Latitude:34° 33' 2" N Longitude:-77° 25' 42" W of the main entrance to the project.
it. PERMIT INFORMATION:
1. 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 1.39 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 I Page I of
RECMVED
NOV 1 5 2011
BY:��

Ill. 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 proiect):
Applicant/Organization:Glandon Forest Equity, LLC
Signing Official & Title:George T. Barnes, Jr. - member/manager
b.Contact information for person listed in item la above:
Street Address:3900 Merton Drive, Suite 210
City:Raleigh State:NC Zip:27609
Mailing Address (if
City:
Phone: ( )
Email:
Fax: ( )
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. (Phis is the
person who owns the property that the project is located on):
Property Owner/ Organization: Current TLAEC. LLC Proposed: Glandon Forest Equity, LLC
Signing Official & Title:Current TLAEC, LLC - Owner Proposed: George 1'. Barnes, Jr. (member/manager)
b.Contact information for person listed in item 2a above:
Street Address:Current(TLAEC, LLC): 3124 Lantern Way Proposed(Glandon Forest Equity, LLC):
3900 Merton Drive, Suite 210
City:Current: Wilmington Proposed: Raleigh State:NC Zip:C: 28409 P: 27609
Mailing Address (if
City: State: Zip:
Phone: ( ) Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: George Venters - Glandon Forest Equity, LLC
Signing Official & Title:Partner
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:[e-mail]
4. Local jurisdiction for building permits: Onslow Coun
Fax: (919 ) 459-2604
Point of Contact: George Lacey Phone #: (910 ) 989-3084-;,, r , Ts rr
1 v�Li iiA V tii
NOV 1 5 2011
Form SWU-101 Version 07Jun2010 Page 2 of 6
BY:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the storm water runoff will be treated.
Stormwater runoff from the proposed site will be treated within a wet detention pond with secondary
treatment provided by a level spreader & vegetative filter strip because the site is within SA waters.
The pond is designed to treat a 1.5" storm & 90% 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.If 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
4. Total Property Area: 2.097 acres
River basin.
5. Total Coastal Wetlands Area: 0.0 acres
6. Total Surface Water Area:.09 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 2.007 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and river's, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) title, and coastal wetlands latdraard from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal metlmtds latduard of the NHW (or MHW) line may
be included ill the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 39.25 %
9. How many drainage areas does the project have?] (For high density, count I for each proposed engineered
stontnuater BMP. For low density 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 i
Drainage Area
Drainage Area `
Drainage Area
Receiving Stream Name
Everett Creek
Stream Class *
SA;I-IQW
Stream Index Number *
19-32
Total Drainage Area (sf)
44,870
On -site Drainage Area (sf)
44,870
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
34,312
% Impervious Area** total
76.5
Impervious' Surface Area,
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
10,542
On -site Streets (sf)
0
On -site Parking (so
21,970
On -site Sidewalks (so
1,800
Other on -site (sf)
0
1'11 u 1i1
Future (so
0
, 1
Off -site (so
0
Existing BUA*** (so
0
Total (so:
34,312
* Stream Class and Index Number tali be determined at: http://portal.ncdenr.org/eoeb/wq(pslesu/classif'cations
Form SWU-101 Version 07Jun2010 Page 3 of

Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after developtttent. Do not report ally existing BUA that
is to be rentoved and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
No off -site area is draining to pond
Projects in Union County: Contact DWQ Central Office staffm check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent slormwaler 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 http://portal.ncdenr.org/web/wq/ws/su/bmp-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 does. 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:/toportal.ncclennorg/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. 66
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Z4)
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M _f'b
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
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.) �QQ
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor Uo
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 6,
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. 66
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: a'
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. 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. Il�.i' C)EIVED
1. Details of roads, drainage features, collection systems, and stormwater control measures.
NOV 1 5 2011
Form SWU-101 Version 07Jun2010 Page 4 of BY:

m. 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 GQ
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"x11" 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: Schedule a site visit for DWQ to verifij the SHWr prior
to submittal, [phone].)
�B
A copy of the most current property deed. Deed book: 3235 Page No: 261-265
For corporations and limited liability corporations. (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretary.state.nc.us/Corporatioiis/CSearch.aspx
VIL 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://portal.ncdenr.org/web/wq/ws/so/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.
VIIL 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
Phone: [phone]
Email:[e-mail]
State:NC Zip:27609
Fax: (919 ) 553-6570
IX. PROPERTY OWNER AUTHORIZATION (if Can tact Information, item 2 has been filled oat, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hype none of person
listed in Contact Information, items In) George T. Barnes, Jr. with (print or hjpe name of organization listed in
Contact Information, item In) Ginndon Forest Equiht, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ti-I:'ICEd V ED
Form SWU-101 Version 07Jun2010 Page 5 of G
NOV 1 5 2011
her.

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date: �n10 ts\ �t
I, (i. rl (& , a Notary Public for the State of 1VOY- l-OI ) OXCounty of
N eft) 44C AOV' V , do hereby certify that �,)oh in-W O 14-z- personally appeared
before me this lL day of M &t("Vxr ZA11 and acknowledge the due exeec%tion of the application for
a stormwater permit. Witness my hand and official seal, _� (,IAILAa,Shc
`�.�`�jp1FtA G�,1,
aOTAq� �_
�m A U�
(!BUG 2
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires -I 1 4 C Qy 23 , 2,61
1, (print or hype name of person listed in Contact Information, item 1a) George T. Barnes Jr.
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
applicable4stormil,,aterrules der 15A AC 2H.1000, SL 2006-246 (Ph. if -Post Construction) or SL 2008-211.
Sign�at(ure:\ / I/�Dated: 1�1, ® I-d A AY 01i�f a Notary Public for the State of1kOA 1-&kdk1AW County of
�W/zCE do hereby certify that (9 -7,Q/W z- /, �/�✓C/�'C S I �L personally appeared
before me this/Y' day of /U(i and ac nowledge the due execution o the application for
a stormwater permit. Witness my hand and official
r
\PNN A(,y
laslot�; C
� apTAq�,TOm
� m
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ly yer ,
15=
SEAL
My commission expires 1J - �✓�' -o211)1r!i
Form SWU-101 Version 07Jun2010 Page 6 of
RECEIVED
NOV 1 5 2011
BY:

MEMORY TRANSMISSION REPORT
TIME :11-18-'ll 16:38
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
599
DATE
11.18
16:35
TO
: 8 919194592604
DOCUMENT PAGES
9
START TIME
11.18
16:35
END TIME
11.18
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STATUS
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*** SUCCESSFUL TX NOTICE
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MEMORY TRANSMISSION REPORT
TIME :11-18-'ll 16:50
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO. 601
DATE 11.18 16:49
TO R 919195536570
DOCUMENT PAGES 9
START TIME 11.18 16:49
END TIME 11.18 16:50
PAGES SENT 0
STATUS 0050
*** TX FAILURE NOTICE ***
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MEMORY TRANSMISSION REPORT
FILE NO. 598
DATE 11.18 16:33
TO S 919195536570
DOCUMENT PAGES 9
START TIME 11.18 16:33
END TIME 11.18 16:39
PAGES SENT 0
STATUS z 0050
FAILURE NOTICE
r+c zv as
W'p -706 �3:5
TIME :11-18-'11 16:39
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
To: rn a -,,t->- uw d � -- 1 1
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TRIANGLE
I®r' SITE DESIGN
Ji;.aG;tw III::
Transmittal
4006 Barren Dnve, Suite 203
Raleigh, North Carolina, 27609
'I I.I. t919) 553 6570
Date: November 17, 2011 Job Number: 001030
Project Name: Dollar General — Sneads Ferry, NC Onslow County — Express Review
To: NCDENR
Attn. Janet Russell
127 Cardinal Drive Extension
Wilmington, NC 28405
910-796-7421
We are sending these by
❑ U.S. Mail
❑ Other
a
❑ 1-land Delivery
We are sending you
❑ Attached ❑ Under separate cover via die following items:
❑ Shop drawings ® Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
uate
2
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 ❑
Resumed for corrections
❑ Return
❑ Corrected prints
Remarks:
Revised storm drainage system per Chris's review:
Copy to:
Signed:
Matt Lowder. PE
RECF'TVED
NOV 1 8 2011

North Carolina Secretary of State
http://www.secretary.state.nc. us/corporations/Corp.aspx?Pitemld=7
WIT111
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Dale: 8/24/2011
Click here to:
View Document Filings I Sign
Up for E-Notifications I
J Pre -populated Annual Report Fillable PDF Form File an Annual Report I
Corporation Names
Name
Name Type
NC GLANDON FOREST
LEGAL
EQUITY, LLC
Limited Liability Company Information
SOSID:
0851022
Status:
Current -Active
Effective Date:
6/14/2006
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
HEPPS, SHERRI
Office Address:
3900 MERTON DRIVE, SUITE 210
RALEIGH NC 27609
Mailing Address:
3900 MERTON DRIVE, SUITE 210
RALEIGH NC 27609
Principal Office
Office Address:
3900 MERTON DRIVE, SUITE 210
RALEIGH NC 27609
Mailing Address:
3900 MERTON DRIVE, SUITE 210
RALEIGH NC 27609
Officers
Title:
MEMBER
Name:
GEORGE T. BARNES JR.
Business Address:
3900 MERTON DRIVE, SUITE 210
RALEIGH NC 27609
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
740
1R71ECFuVt�D
NOV 1 5 2011
BY:
8/24/2011 5:05 1

nenl.rons'
CommercialA1/1nnce AGRCEMHNT FOI2 PURCHASE AND SALE OF REAL PROPERTY
North Carmine Assoclation
of REALTORSO
THIS AGREEMENT, including
(individual or State of formation and
all addenda attached hereto ("Agreemett"), is by and between
(individual or State of formation and type of entity)
FOR AND INCONSIDERATION OF THE MUTUAL PROMISES SET FORTH HEREIN AND OTHER GOOD AND VALUABLE
CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH ARE HEREBY.ACKNOWLEDGED,'THE PARTIES
HERETO AGREF AS FOLLOWS:
Section 1, Terms an<I Definitions: The terms listed below shall have the respective meaning given them as set fortis adjacent to each
term
(a) "Proncrty", (Address) Approximately 2.1 acres located on NO Hwy 172,.Sneads Ferry, NC
All X'A portion of the property in Deed Reference: Book 3235 Page -No. 261 Onelow County;
consistingofapproximately 2.1 acres.
Plat Reference: Lot(s) NIA Block or Section N/A as shown on Plat Book or Slide
N/A at Page(s) NIA NIA County, consisting of N/A acres.
R If this box is checked, "Property" shall menu that propety described on Exhibit A attached Hereto and incorporated
berewith,by reference,
(For information purposes, the tax parcel number of the Property is: 056576 )
together. Edith all buildings and improvements thereon and all fixtures and nppurtepances thereto and all personal property, if any,
itemized on Exhibit A.
$ 350,000:00 (b) "Pnrehase Pr Iec" s)rall mean (lie sunn of
paYable on tke fallowtug terns:
$ 1,000.00 (i) "Earnest Moncv" shall mean one thousand Dollars
or terms as follows:.
Upon this Agreement becoming a eonlract in accordance wlih Section 14, the Earnest Moncy shall be
promptly deposited in escrow with Weatherspoon & Voltz LLP
(name of person entity with whom deposited), to be applied as parl payment of the Purchase Price of the
Property at Closing, or disbursed as agreed upon under the provisions of Section 10 herein.
Page I of 8
This form jointly approved by: STANDARD FO.RM.580-T
North Carolina Bar AssociaHog Revised 9/2008
aEALTQns jNoi`th Carollitp Associntion ofREALTORS©, Inc. (D 7/2009
Buyer Liitials ?`t� Seller Initials FBY
1tlt4 1w ,pwd'!wd oy.FormWa for® 000.49E-9817OV 1 5 2011

X ANY EARNEST, MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE
PLACED IN AN INTLRESTREARINC TRUST ACCOUNT, AND : (cbechon4, 01W hoa)
M ANY INTEREST EARNED THEREON SHALL BE APPLIED AS PART PAYMENT or nir
PURCHASr I -RICE Or THE PROPERTY AT CLOSING, OR DISBURSED AS AGREED UPON
UNDER THE PROVISIONS OF SECTION 10 HEREIN. (Buyer's Taxpayer ldeutiBcatlon Number
is: 20.6088497 1
❑ ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT HOLDERIN
CONSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCK ACCOUNT
AND RECORDS ASSOCIATED THEREWITH.
$ NIA .(ii) Proceeds of a new loan in (lie amount of
Dollars for a ternrof
years; with an amortization period not exceed years, at an interest rate not to exceed
per nnnum with mortgage loan discount points not to exceed % of tine loan
nmouut, or such other terms as may be set forth on Exhibit D. Buyer shall pay all costs associated with any
such loan.
$ N/A (iii) Delivery of a promissory not secured by a deed of trust, said promissory note is the amount of
Dollars
being payable over it term of years, with an amortization period of years,
payable ill monthly Installments of principal; together with accrued interest on the outstanding principal
balance at the rate of percent %)per annuurin(he
amount of $ with the first principal paymeu t beginning on the first day of the month
next succeeding the (late of Closing, or such other terms its may be set foth on Exhibit B. At nay time, the
promissory note may be prepaid in whole or in part without penalty and without farther interest on the
amounts•,prepaid fi•orn the date of such prepayment. INOTE:In the.event-of:Buyer's subsequent default
upon a promissory note and deed of trust given hereunder, Seller's remedies uny be Mulled to
foreclosure of the Property. If the deed of trust given hereunder is subordinated to senior financing,
the material terms of such financing must be set forth on Exhibit M Tfsuch scfio• finnucing is
subsequently foreclosed, the Seller may have no remedy to recover under1he note.)
$ N/A (iv) Assumption of that unpaid obligation of Seller secured by a deed of trust on the Property, such
obligation having an outstaoding principal balance of $
and ovidcnced by a note bearing interest at the rate of Percent ( %o).
per amium, and a current payulorit. Amount of $ The obligations of Buyer under this
Agreement are conditioned upon Buyer being able to assume the existing loan described above. If such
assumption requires the Lender's approval, Buyer agrees to use its best e9orts to secure such approval and.
to advise Sailer Immediately upon receipt of the lender's decision. Approval must'be granted on or before.
. On or before this date, Buyer has the right to terminnte this
Agreementfor failure to be able to assume the loan described above by delivering to Seller written notice
of termination by the above date,.rline behrg of the essence. If Buyer deliverssuch notice, this Agreement
shall be null and void and Earnest Money shall be refunded to Buyer. If Blayet"f'ails to deliver such notice,
then Buyer will be deemed to have waived the loan condition. Unless -provided otherwise in Section
hereof, Buyer shall pay all fees and costs associated with any such assumption, includingany assumption
fee charged by the lender. At Closing, Seller shall assign to :Buyer all interest of Seller ill any current
reserves or escrows held by the lender, any property nranagementcompany andlor Seller, including brit not:
limited to any tenant improvement reserves, leasing commission reserves, security deposits; and operating -or
capital reserves forwhich Seiler shall be credited said amounts at Closhng.
$ 349,000.00' (v) COxlt, balnnec of Purchase Price„at Closing in the amount of three hundred'forty nine thousand
Dollars,
Buyer Initials ft
Page 2 of 8
Seller initials
ttt= tam. produced by: Formulator 4? 000490-9612
STANDARD FORM 580-T
Revised 712008
0 7/2009
rz-r'u vzn
NOV 1 5 2011
BY:

(c) "Closin " shall mean the date .find time of recording of the deed, Closing shall occur on or before
or 30 days following end of Examination Period
(d) "Contract Date" means the (late this Agreement has been folly executed by both Buyer an(PSeller.
(e) "Lxnmiundon Period I shall mean the period beginning on the. Contract Date and extending Through
160 days following Contract Date
IME IS OF THE ESSEA`CrAS, TO THE E\AAHNA77ON PERIOD,
(f) "Brokers " shall mean
NIA ("Listing Agency'
N/A ("Listing Agent"- License H
Acting as: ❑ Seller's Agent; ❑ Dual Agent
and Vanguard PropertyGtollp.LLC ("Selling Agency"),
George C.Menters Jr. ("Selling Agent"- License 171977 )
Acting as: a4 Buyer's Agent; 13 Seller.'s'(Sub)Agent, ❑ DualAgeot
(g) "Seller's Notice Address" shall beas follows:
Wilmington NC 28409
except as same may be changed pursuant to Section 12,
(b) '<Buver`s,Notice Address" shall be as follows:
Raleigh NC 27609
except as same may be changed piusuant to Section 12.
5l (i) If this block is marled,. additional terms :of this Agreentmnt are set forth on Rxhiblt B attached hereto and
iacorporated.herein by reference.(Note: Under North Caroline law; real estate agents are not permitted to draft
conditions at, contfugeneies to this Agreement.)
Section 2; Sale of.Property and Payment of Purchase Price: Seller agrees w sell and Buyer agrees to buy the.:Property for the
Purchase Price.
Sectioi3. Prortitior.of Expenses and Payment of Costs: Seller aid -Buyer agree llut;tillproperty mxes.(on a,ctileadar year ;basis),
teases, rents, mortgage payments and Wihtics or any other assumed liabilities as datailed:on attaehed ,Exhibit B, if any, shall be -
prorated as of the date of Closing. Seller shall pay for preparation of a deed and all other docmnerm necessary to perform Seller's
obligations under this Agreement, excise tax (revenue stamps), any deferred or rollback taxes, and other conveyance fees or taxes
required by law; and ilia following:
Real EstatetCommisslons pursuant to separate agreement and subdiyislon of property
Page 3 of 8
Buyer Initials Seller Initials
MS lam produced by: F0/71RdiatW 4' 49a-090.9012
STANDARD FORM 580-T
Revised 7/2008
_ ©7/2009
NOV 1 5 2011
i
-` Y:

Buyer shall pay recording costs, costs of tiny title search, title insuranco, survey, the cost of any inspections or investigations
undertaken by Buyer under this Agreement and the following:
$hall pay its own atlorney's fees.
Section 4. Deliveries: Seller agrees to use best efforts to deliver to Buyer as -soon as reasonably possible after the Contract Date
copies of all information relating to the Property in possession of or available to Seller, including but not limited to: title
insurance policies, 'surveys .and copies of all presently effective warranties or service contracts related to the Property., Seller
authorizes (1) any attorney presently or previously representing Seller to release and disclose any title insurance policy in such
attorney's file to Buyer and both Buyer's and Seller's agents and attorneys; and (2) the Property's title insurer or its agent to release and
disclose all materials in the Property's title insurer's (or title insurer's agent's) file to Buyer and both Buyer's and Seller's agents and
attorneys, If Buyer does not consummate the Closing for any reason other than Seller default then Buyer shall return to Seller all
materials deliveretfby Seller to Buyer pursuant to Oils Section 4 (or Section 7, if applicable), if any, and slrall; upon Seller's mitiest,.
provide to Seller copies of (subject to the ownership and copyright interests of the prepare• thereof) any aid all studies, reports,
surveys kind oilier 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 warranty or representation by
Buyer as to the contents; accuracy or correctness thereof.
Section 5. Evidence of Title: Selleragrees to convey fee simple marketable and insurable title to the Properiy,fiee and clear of all
lions, encumbrances and defects of title other than: (a) zoning ordinances affecting the Property, (b).Leases (if applicble) and.(c)
matters of record existing tit the Contract.11ate that are not 6jeaed to by Buyer prior to the ond_ of the Examination Period
("Termitted Exceptions"); provided that Seiler shall be required to satisfy, at or prior to Closing; any encumbratices that cony be
satisfied by the payment of a fixed sum•of moncy, such as deeds of trust, mortgages or' statutory liens. Seller shall not enter into or
record any instrument tliat affects the Property (or anypersonal property listed on Exhibit A) after file Contract Date without the prior
written consent of Buyer, which consent shall not be unreasonably withheld, conditioned or delayed.
Section 6. Couditimis: This Agreement mid.the rights.and'obligations of the parties under this Agreement are herebymmle.oxpressly
conditioned upon fidfrlliuent (or waiver by Buyer, whether explicit or implied) of the following conditions:
(a) New Loan: The Buyer must be able to obtain the loan, if any, referenced in Section i(b)(ii). Buyer must be able to obtain a
firm commitment for this loan on or before N/A , effective. through -the date of Closing.
Buyer agrees to use its best efforts to secure such commitment And to advise Seller inunethately upon receipt of lenders decision,..On:
or before the above elate, Buyerhas the right terminate this Agreement for failure to obtain the toms refer Bleed in Section 1(b)(ii) by
delivering to Seller written notice of termination by the above date; line beIIng. of the:essence, If Buyer delivers such notice; this
Agreement shall beinill and void and Earnest Money shalt be.refundetl to Buyer. lf Buyer Yells to deliver such notice, then Buyer will
be deemed to have waived the loan condition. Notwithstanding the foregoing, after Cite above date, Seller may request in writing front
Buyer a copy or the conmihmenh letter. If Buyer fails to provide Seller a copy of the commitment letter lvithin'.five (5) days bf i eeeipl
of Setter's request, their Seller may terminate this Agreement by written notice to Boyer` at any time thereafter, provided Seller has not
then received a copy of the commionent letter, and Buyer shall receive a return of Earnest Money.
(b) Oualifieatlon,for Fhinucinel If Buyer is to assume any indebtedness in connection with payment ofrthe Purchase Price,
Buyer agrees to, use its best efforts to qualify for the assumption. Should Buyer fail to qualify, Buyer shall notify Seller in writing
inunedi itely upon icndet's decision, whereupon this Agreement shall terminate, and Buyer shall receive a retm4i.of EnPrtest Money.
(c) Title Bxantinat in: A@er the Contract bate, Buyer shall, at Buyer's expense, cause a title examination to be made of the
Property before the end of the:Examinatioll Period, In the event that such title examination shill show that Seller's title is not fee
simple trial ketable and insurable, subject only to Permitted Exceptions, then Buyer shall promptly notify Seller in writing of all suell
title defects and exceptions, hi no case later than the end of the Examination Period, and Seller shall have thirty (30) days to cure said
noticed defects. 1f Seller does not cure the defects or objections within thirty (30) days of notice thereof, then Buiyer ma}''te'mirtale
this Agreement and receive a return of Earnest Money (notwithstandingthat the Examination Period may have expired), if Buyer is to
purchase title insurance, -the insuring company must be licensed to no business in the state in which the Properly41; Invited. Title to the
Property mustbe:insurable at regular rates, subject only to standard exceptions and Pernnitted Exceptions.
(d) Samc 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, then the Buyer may (i) terminate this Agreement and receive areturn of the Earnest Money or (ii)
proceed to Closing whereupon Buyer shall be entitled to receive, in addition to the Property, any of the Sellet's insurance proceeds
payable.on account of the damage or destruction applicable to the Property.
Page 4 of 8
STANDARD FORM 580-T
Buyer➢nitials Seller initials Revised 7/2608
INS tam produced by, FOrnlUlfltor io 000 400.0012 l
NOV 1 5 2011

(e),Inspections: Buyer, its agents or representatives, at Buyer's expense and at reasonable limes during normni business hours,
shall have the right to enter upon the Property for the purpose of inspecting, examining,, performing soil boring and other
testing, conducting timber elitists, and surveying the Property. Buyer shall conduct all such on-siteinspections, examinations, soil
boring and other tosting, tit» berendses and surveying of the Property in ggood and workmanlike manner, shall repair any dnninge to
the Propertycaused by Buyers entry and on -site inspections anti shall conduct same in it manner that does not tinrensminbly interfere
with'Sellees:or any tenant's use anti enjoyment of tine property. In that respect„Buyer shall make reasonable efforts to undertake on -
site inspections outside of the hours any tenant's business is open to the public and shall give prior notice to tinytenants of any entry
onto tiny tenant'sportion of the Property for the purpose of conducting inspections. Upon Sellers request, Buyer shall provide to
Scllor evidence of general liability insurance. Buyer shall also have a right to review and inspect all contracts or other agreements
affecting or related directly to the Property and shall be entitled to review such Books and records of Seller thin relate directly to tine
operation and mainteaince of the Property, provided, however, that Buyer shall not disclose any information regarding this Property
(or any tenant therein) uniless.requirod by late anti the saute sliall .be regarded as confideatial,.to tiny person„ except to its attorneys,
accountants; 'lenders and other professional advisors, in which case 'Buyer shall obtain their :ngreennenl to maintain such
couffdentiality. Buyer• assumes all responsibility for the acts of Itself, its agents or representatives in exercising its rights undor this
Section,tt(f) anal agrees to indemnify and hold Seller harmless from any damages resulting therefrom. This indemnification obligation
of Buyer shall survive the Closing or earlior termination of this;Agreenient. Buyer shall, at Biuycr's expense, promptly repair any
damage to fine Properly -caused by Buyer's entry and on -sire inspections. Except as provided in Section G(c) above, Buyershall have
from the Contract Date through the end or [lie Examination Period.to.perform the above inspections, examinations aril testing. IP
BUYER CHOOSES NOT TO PURCHASE THE PROPERTY, FOR ANY REASON:OI2 NO REASON, AND PROVIDES
WRITTEN NOTICE'TO SELLER TIiEREOr PRIOR TO TliL EXPIIIATION OF THE CXAMIiNKFION PERIOD, THEN
THiS AGREEM ENT S11ALLTCRMINKirr, AND BUYER SiiALLRECEIVR. ARETURN OFTHE.CARNEST MONEY.
Section 7. Leases (Cliecit one of the,followiug, as applicable):
X If this box is checked, Seller affirmatively represents and warrants that there are no Leases (as hereinafter defined) affecting
the Property.
❑ If this box is checked, Seiler discloses that there are uric ornlore leases<affecting the Property (oral or writteri, recorded or
not -"Leases") and the following provisions are hereby made a part of this Agreement.
(a) All Leases shall be item zed on Exhibit 13;
(b) Seller shall deliver copies of any Leases to Buyer pursuant to Section 4 as, if the Leases were listed therein;
(c) Seller represents and warrants that fig 'offile Contract Date:thore'are rao,ctr etttdefatdts.(or any existing situation which,
with the passage of.tiline, ar the giving of notice, or both, or at the of either landlord or tem ltcould constitute a defatilt):eithei
by Seller, as landlord, or by -lily tenant wider. any'Lease ("Lease Default"), In the even[ there is tiny Lease Default as of tho Contract
Date, Seller agrees to providc.Buyei with adetailed description of the situation in accordance with Section 4. Salter agrees sot to
commit if Least Default as Landlord alter. the Contract Date, and agrees further to notify Buyer imnieiliately ui the event a Lease
Default arises or is claimed, asserted or threatened to be asserted by either Seller or n tenant under file Lease.
(d) In addition to the eaiditiogs'provided in Section G of this Agreennent,:this Agreement end the rights and obligations of file
pail its trader this Agreement are hereby made expressly conditioned upon the assignment of Seller's -interest in may Lease to Buyerin
form and content acceptable to Buyer (with teiiant's:written consent and ack'nowleilgerneart, if:require<l under.he Lease), and Seller
agrees to uk its best eforts to. effect such assigniment, Any: assignment requircd wider(his ;Section 7 shall be required to be delivered
at Closing by Seller in addition to thosedeliveries required under Section 11 of this Agreement.
(e)' Seller ngrees to deliver an assignment orniy Lease at Closing, with tiny security deposits hot([ by. Seller under any Leases
to be if ansfat'iud of credited to,Buyer'at Closing. Seller also agrees to execute and deliver (anti work diligently to obtain any tenant
signatures necessary for Sallie) ally estoppel,certiticates`and subordination, nondislurbance and.attonimenif agreements insuoh foam -as
.Buyer may reasonably request.
Seetion 8: Envhvntnentnl: Seller represents andwm'rants that it has no actual knowledge ofthe presence or disposal, except as in
accordance with applicable law, within the buildings at, on the Property of hazardous or toxic waste or substances, which are defined
as those substances; materials, and.wastes, including, but not limited to, those substances, materials raid wastes listed In the United
States Department of Transportation Hazardous Materials Table (49 CPR Pail 172.101) or by the Etwironniental Protection Agencyas
hazardous substances (40 CPR Par(3024) and amendments thereto, or such substances; materials and wastes, which pro or become:
regulated tinder any applicable local, state or federal law, including, without limitation, any material, waste or substance which is
Page 5 of 8.
Buyer Initials W) Seller Initials
This fom.pro&wd,by: formulator e00-400-9e12
STANDARD FORM 580-T
Revised V2008
(� ,czrvz 0712009
I NOV 1 5 Z011
BY:

(i) petroleum, (it) nsbestos,.(iii) polychlorinated biphenyls, (iv) designated as a Hazardous Substance pursuant to Section 311 of the
Clean Water Act of 1977 (33 U.S.C, §1321) or listed ponnianitto Section307 critic Clean Water Act of 1977 (33 U.S.C. §1317), (v)
(to III ned as a hazardous waste pursuaut to Section 1004 ofthe Resource Conservation nod Recovery Act of 197E (12 U.S.C. §6903) or
(vi) defined as a hazardous substance pursuant to Section 1,1 of the Comprehensive Eavironnncatal Rosponse; Compensation and
Liability Act of 1980 (42 U.S.C. §9601). Seller has no ritual knowleclgc of any contamination of the Property from such substmices as
may have been disposed of or stored on neighboring tracts.
Section 9. Risk of Loss/Damage/Repair: Until Closing, the risk of loss or damage to the Property, except as otherwise provided
herein, shall bo borne by Seller. Except as -to maintaining the Property in its same condition, Seller shall have no responsibility for the
repair of the Property, btcludingaay intprovetnents, unless the paries.hcreto agree in willing,
Section 10. Lamest Money Disbursement; In the event that any of the conditions hereto are not satisfied, or in [lie event ofa breach
of dris Agreement by Seller; then the Earnest Money shall be returned; to. Buyer, but such return, shall not aBbat any other remedies
available to Buyer forauch bleach. In the bent his olier is accepted and Boyce breaches this Agreement, then the•Earnest Money
shall be forfeited, brit 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 reliant or forfeiture of F..urnest Money field in escrow by a licensed real estate broker, the
broker is required by state law to retain said Enrnest Money in its trust or escrow account until it has obtained a written.release front
the parties consenting to its disposition or until.disbursenicntis ordered by a coon of competent jurisdicliotn, or alternatively, the paty
holding the Earnest Money may deposit the disputed monies with the appropriale clerk of court in accordance with the provisions of
N.C.C.S, §93A-12.
Sec.tionll. Closing: At Closing, Seller shall deliver to Buyer a,geireial warranty deed unless otherwise specified on Exhibit B and
Other docuntonts.custontarily exeettted or delivered by a seller its similar transactions, including without lintitation, _a bill of sale for
any personalty Iisted;on Exhibit A, an owner's affidavit, lien waiver forms and a non -foreign status.affidavit (pursuant to the Foreign
Investment in Rcal'Propony'fax Act), and Buyer shall pay to Seller the Purchase Price: At Closing, the Earnest Money shall be applied
as hart of the Purchase Price. The Closing shall be held at the office of Buyer's attorney or such other place as file parties hereto may
tputunily agree. P.ossession.shall be delivered at Closing, unless otherwise,agreed herein.
Sectioni2. Notices:. Unless otherwise provided Herein, all notices -mud other coinmttnicatiogs which -may be or are required to be
given or, made by any party to the other in connection herewith shell he in writing and shall be deemed to have been property given
and received oil the date delivered hi person or deposited in the United States inail, registeredoncertifiecl, return receipt requested, to
the addresses set out in Section I(g) as to Seller and in Section i (It) as to Buyer, or at such other addresses as specified by written
notice delivered in accordance herewtidi.
Section 13, Entire Agreement: This Agreement constitutes the sole and entire agreement among the parties hereto and. no
modification of this Agreement shall be binding unless in writing and signed by all panties hereto.
Sectionl4. Euforceabilityi This Agreement sliall become n contract when signed by both 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 of ective
communication for the purposes of thisSectiou 14, This Agreement sliall be binding upon and inure to the benefitof thepaities, their
heirs, suceossos and assigns and their personal representatives.
Section 15, Adverse Inforruntlon and Compliance with Laws;
(n)Seller ICnoeledlgg: Seller has no actual, knowledge of (i) condeinnal on(sj.atiecling-or-contemplated with respect to the
Property; (it)'actions'.suits or proceedings pending or threatened against the Properly;' (iii) changes contemplated in any applicable
laws, ordinances or restrictions affecting the property; or (iv) governmental special assessments, either pending or confirmed, For
sidewalk, paving, water, sewer, orother improvements on or adjoining the Property, and no pending or confirmed owners' association
Special assessments, except as follows (lusert "None" or the identifications of any matters relating to (i) through (iv) above, if any):
Note:For purposes of this Agreement, a "confirmed" special assessment is defined as an assessment that has been .approved by a
governmental agency or an owners' association for.the purpose(s) stated, whether Or noldt is fiidly payable at time of closing. A
"pending" special asses'sutent is defined as an assessment that is under formal consideration by a governing body. Seller shall pay all
owners' associatioh.assessntents and all governmental assessments confirmed as of the time of Closing,.if any, and Buyer'shall lake
title subject to all pending assessments disclosed by Seller herein, if filly.
Seller represents that'the.regular owners' association clues, if any, are $ N/A Per N/A
Buyer Initials
Page G of 8
Seller htitials
1Mc rot, produced by: Formulator ® eoaaoe-eeu
STANDARD FORM 580-T
Revised 712008
(07/2069
NOV 1 5 Z011
3::

(b) Compliance: To Seller's actual knowledge, (i) Seller has complied with all applicable laws, ordinances, regulations,
slatutcs, rules and restrictions pertalning to or affecting tile-Pioperty;.(ii) performance of the.Agreement will not result in the breach
of, constitute any default under or result in the imposition of any lien or ertaunbrance upon (lie Properly under any agreement or other
instrument to which Seller is a party or by which Seller or the Property is bowrdl and (ill) there are no. legal actionsi suits or other
legal or administrative proceedings pending or threatened against the Properly, and Seller is not aware of Any facts which might result
in any such action, stilt or other proceeding.
Socttoniti. Survival of Representations and Warranties: All representations, warranties, covenants and agreements ivadeby tile.
parties hereto shall survive (he Closing and delivery of the deed. Seller shall, At or within six (6) months after (lie Closing, and
without farther consideration, execute, acknowledge and deliver to Buyer such other documents and instruments, and take such other
action as Buyer way reasonably request or as maybe necessary to more effectively transfer to Buyer (he Property describer] herein in
accordance witli.this Agreement:
Sectlou17. Applicable Law This Agreement shall be construed wider the laws. of the state In which the Property is located, 'Illis
farm has only been approved for use in North Carolina,
Section 18. Assignment: This Agreement is freely.assignable. unless otherwise expressly provided on ExhibitB.
Section. 1.9. Tax -Deferred .Esehbnge: in the event .Buyer or Seller desires,to-effect a inx-deferred exoli Inge: in coimectiom w.idl the
conveyance of the Property, Buyer and Seller agree to coope ate in effecting such exchange; provided, however, that the exchanging
party shall be responsible ror all additional costs associated with such exchange, and provided further, that a non -exchanging party
Shall not assume any additional.liabllity with respect to such tax -deferred exchange. Seller and Buyer shalt execute.such additional
documents, at no costto the non -exchanging party, as shall be required to give effect to tbis'piovision.
Section 20. Memorandum of Contract: Upon request by either,party, the•parties hereto shall execute it memorandum .of contract in
recordable form setting forth such provisions hercor (otherthan the Pitt -chase Price and other sums due) as either party may wish to
incorporate. Such memorandum of contract shall contain a statement that it titomaticallycterminates and the Properlyis released from
any effect thereby as of a specific dote to be stated in the memorandum (which specific date shall be no.later.thau the :date ;of Closing).
The cost of recording such mernorandam.of contract shalt be borne.bythe petty requesting execution 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 instruments as tray be necessary to effectuate any transaction wntemultded by (his Agreement on;behalf of tlue
Harty for Whom he.or she signs and that his of her`signnlure binds such petty.
Section 22. Brokos: Except as expressly provided herein, Buyer and Seller agree to indemnify and bold each other harmless from.
any and all claims of brokers,. consultants or real estate agents by, through or under the indemnifying party for fees or commissions
arising out of the sale oFthe Property to Buyer. Buyer and Seller represent and warrant to each other that: (I) except as to the.Brokers
designated under Section 1(0 of this Agreenient;.t.tey have not employed nor engaged any brokers, consultants or real estate agents to
be involved in this Itansaction and (ii) that file compensation of.thc Brokers is established by and shall be governed by separate
agreements' entered into as amongst the Brokers, file Buyer and/or the Seller.
0 Lids/SYNTHETIC STUCCO: If the adjacent box is checked;' Seller discloses that the Property has been clod previously
(either in rVlmle or in pnro whit flit "exterior insulating and finishing system" commonly known as "EiFS" or "synthetic stucco"..
Seller makes no represeutations.o• warranties regarding such system and Buyer is advised to make its own independent determinations
with respect to conditions related to or occasioned by the existence of such materials at -the Properly.
THE NORM CAROLINA ASSOCIATION OF REALTORS®, INC. AND THE NOWN-1 CAROLINA BAR ASSOCIATION
MAKE NO REPRESENTATION AS 7'D THE LEGAL VALIDITY OR ADEQUACY. OF, ANY PROVISION OP'fHiS FORM 1N
ANY SPECIFIC TRANSACTION. IF YOU DO NOT UNDER$TAND THIS FORM OR FEEL THAT IT DOES NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORT14 CAROLINA REAL ESTAI'L A7-FORNEY BEFORE YOU
SIGN IT
Page 7 of 8
STANDARD FORM 580•T
Buyer Initials _B Seller .lnilials Revised 7/2008
RJ 0 7/2009
ails: tan, Voduwd by. Fornwlator * 800-409,9012

BUYER: SELLER:
Individual individual
Date;
Date:
Business Euti(y
Gdandon Forest E ult LLC
Nall of E ily)
By:
Name: Georget,,'Barnes, Jr.
'rifle: Mar
Date: _ 1 t.
Date:
Business Entity
TLAEC LLC
(Nmneof' Entity)
By:
Name: John Holtz
Title: M6 x.o. 4. %v
Date:
The undersigned lie rebyuchnowledges receipt of the Earnest Money set forth ha:oiga[Ill agrees:to hold stlld Earnest Money in
accordance with the terms hereof.
Weatherspoon & Voltz LLP
(Name of Firm)
Date:
By:
Page 8 of 8
STANDARD FORM s80-'r
Revised 71200
This loan p dvAd ny: Formulator O 800.4Mee12 is9
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EXI•IIBIT B
Additional Terms
Seller shall provide Buyer with copies of any and all plans,, reports, studies and
documents concerning the Property within ten (10) business clays of the Date of
Agreement, at no cost or obligation to Buyer, Said material, .if available, shall
iuclude;;but not be -limited to, the foltovving:
(a) Survey(s) of the property by a licensed'surveyoe;
(h) A copy of all soils and 17aZa'dous materials reports, engineering and
environmental studies; wetlands delineation/conservation easement
information, topographical maps, appraisals and other reports, studies, maps
and analyses prepared for Seller;.
(c) Utility maps showing existing and planned water and, sewer extensions for.
.Seller's plonned'ttsidential project adjacent to Property;
(d) All agreements/coveirants/restrictions affecting the Properly or operations
thereof;
(e) Information pertaining to existing UST's,:monitoring Nvells etc,
2. Closing is contitioent upon Buyer's receipt of all necessary approvals and.permits for
Buyer's intended use, which Buyer shall immediately commence work on and
diligently pursue.
.BUYER:
Glau<ort Forest uity, LL ' e
George''. arises, Jr. D2le.
SELLER:
'rLAEC, LLC
�1 t4111
John Holtz Date
NOV 1 5 Z011
I

REALTOflB' CONFIRMATION OVAGENCY RELATIONSHIP
CDttlmerA.11A1/Manc0, AND REGISTRATION STATEMENT
RERE®O North Carolina Association
of REALTORSO
This form confirms the status of your relationship with the undersigned company (the "Brokei"). THIS FORM IS NOT AN AGENCY
CONTRACT Olt AGREEMENT BETWEEN YOU AND THE BROKER. This form provides evidence to seller.@;.landlords, buyers,
tenants and their agents of your relationship with the Broker. If you are a prospective buyer/tenant and the Broker is working with
you either as n client or customer, then this form also serves as a registration statement, meaning that its delivery to a listing
agent/seller/landlord pray facilitate payment to the Broker by that listing agent/seller/landlord) for any transaction involving you.
In attempting to (Check one):
❑ locate real estate suitable lveyour needs
locate a buyer/tenant for yourpioperty
Our company will be acting as (Check appropriate boxes):.
a seller/landlord's agent Or Subagent
a buyer/tenant's agent
❑ a dual agent, In cite instance of an hi -house sale only, working, on Behalf of'toth sellor/landlord and
buyer/tenant,
with the full knowledge and consent of both1parties, which shall be evidenced In writing.
THE NORTH CAROLINA ASSOCIATION. OF REAC10RSO, INC. MAKES NO REi,RESEN'r&fON AS TO THE LEGAL
VALIDITY OR ADEQUACY OF ANY PROVISION OF THIS FORM IN ANY SPECIFIC TRANSACTION.
PROSPECTIVE S ELLER/LANDLORD/BUYER/TCNA NT:
Individual
Date:
Date:
Business Entity
TLAEC,.LLC, _
(Name of Entity)
By:
Name: John Holtz.
Title: r`,E r-AE� I r.q Nh�eti
Date;
Page I of I
North Carolina Association ofREAUTORS0, Inc,
itio�t«m�prodicea MF'orntulBtor® soos9eeau � e � C, ss
l NOV 1 5 2011
I
JBY:
STANDARD FORM 510
Revised7/2004
© 7/2009

DISCLOSURE AND FEE AGREEMENTFOR'NON-LISTED PROPERTY
SALT:
North Carolina Association
of REALTORS®
This Agreement is entered into by and between: TLAEC LLC
-and, VanrluardProoertv Group LCC
(Nmnc of Kirin)
RECITALS:
A. Seller is Ilia owner ofthe property commonly known ns;
2.1 Acres of commercial land located on NC Hwy 162 Sneads Farm NC
("Property").
B, Firili advised Seller of Finns general company policy regarding agency. Sellsr lies received find read the North Carolina Real
Estate Commission's "Working with.Rcal Estate Agents" publication (NCAR Standard Form 520) and understands that Firm will be
acting as:
a Mies s Agent
X a Buycr's Agent
with respect to:
❑ Glandon Forest Equity LLC and/or assigns ("Buyer").
who would.like to sec:tlie Property.
❑ any prospect Finn registers with Seller as evidbnced by a registration document (ether a CONFIRMATION OF
AGENCY RELATIONSHIP AND REGISTRATION STATEMENT - NGAR Form, 510 or substantially suuilar registration
doctutlent) provided by Firm to Seller prior to showing ilia Property. For (lie purposes of (Ilia Agreement, any such registered
prospect is referred to as "Buyer".
Accordingly, the parties agree as'follows;
1. FEE. When Seller accepts an unconditional offer f-oin buyer or when all conditions have been niet following file Seller's
acceptance era conditional offer Goni Nuyer,;then.Seller shall pay Him a ficoqual to Three percent
( 3 °1o)!of the gross sales price of the Property, or the sum or
NIA ($ N/A ), whichever is greater.
Seller shall pay the fee to Firm in cash or bybadk check. Gross sales price includes any and ill] (xmsideration received or receivable,
in whatever form, by Sellet• inclu(ling, but iiot limited to, the assumption or release of,existiug liabilities. Seller shall pay ilia fee upon
delivery of the deed or caller evidenm of transfer of title or interest; provided, however, if the transaction involves an installment
contract, their Seller shall pay the fee upon the. signing of such installment contract. In the event of tiny breach by Seller, Saller's
successors or assigns, of any connect of'pureliase;ond'snle,;it is understood and agreed thki the fea,rentains;earned and payable upon
notice given:by Seller to Duyeir of Seller's;interit not loliroceed with such sale, notwithstanding the basis otsuch intent not toproceed..
In the event Seller contributes or conveys the Property or any interest therein to a joint venture, fnirtnership or other business entity or
executes an,exchange, the fee shall be calculated on the fairmarket value of the Property or interest therein contributed, conveyed
transferred or exciiangedan(I is payable tit the time of"the contribution; conveyance;.trmrsfer or exchange. If Seller is a partnership,
corporation or other business entity, and all interest in the partnership, corporation or other business entity is hansfwred, whether by
merger, outright purchase or:otherwise, in lieu of a sale of the Property, aud'applicable law does not prohibit file payment of a fee or
co»riilssion in connection with such sale or transfer, the fee shall be calculated on the fair market value of the property, rather than
the gross sales price, multiplied by the Percentage of interest so transferred, and shall be paid by Seller at (lie tine of the transfer.
Page I of
North Carolina Assoclntiou of REALTORS®, Inc, STANDARD FORM 573
C Revlseai 712005
a®� Seller;luitinls Firm Rep.lnitials pt1 1 0712009
lhIs'lam .produced b�Ui'At0rQ? eo449s-4012 aEC ' xVED
NOV 1 5 2011
BY:

2. TERM: This Agreement shali be effective.for a period extending until midnight on April 1
20 12 . If, within 90 days after the expiration of this agreefnent, Seller directly or indirectly sells or agrees to sell the
Property to Buyer, then Seller shall pay Firm the $little commission to which it would have been entitled had the sale been made.
during the tern of this agreement.
3. LEASE PROTECTION PROVISION, In the event that the Property is leased to Buyer during the term hereof, it is
acknowledged that a commission shall be nonetheless earned by Firm upon execution of such lease agreement. The patties agree to
act in good faith in determining that the Comiission is all amount reasonable in this area, for the type of Property.
4. PARTIES AND BENEI7T. This Agreement shall be binding upon and. inure to the benefit of the parties, their heirs, successors
and assigns and their personnl,represeritntives. Seller agrees that at any time during (he term of thisAgresment,_Firm may either assign.
Firms rights and responsibilities hereunder to. another real estate agency, or uwrisfer to another person or entity all or part of the
ownership of Einn's real estate agency, and that in (lie event of any such assignment or transfer, this Agreement shall continue in full
forco and eRect; provided, that any assignee or transferee must be licensed to engage in the business of real. estate brokerage In the
State of North Carolina. lit the event of any such assignment or transfer, Seller nTnyterminnto this Agreement,without cause of thirty
(30) clays' prior written notico to the assignee or transferee of Seller's intent to terminate. this Agreement.
THE AGENT 'SHALL CONDUCT ALL BROKERAGE ACTIVITES IN REGARD TO THIS AGREEMENT WITHOUT
REPECT TO THE RACE, COLOR, RELIGION, SEX, NATIONAL ORIGIN;. HANDICAV OWFAMILIAL STATUS OR
ANY PARTY OR PROSItECTIVE PARTY TO'TIi E AGREEMENT.
THE NORTH CAROLINA ASSOCIATION 017 REALTORSp, INC. WAKES NO REPRESENTATION AS TO'THE LEGAL
VALIDITY ORADEQUACY OF ANY PROVISION OP `PHIS FORM IN ANY SPECIFIC TRANSACTION.
SELLER: FIRM:
Iuiliviihial
(SEAL)
Date:
(SEAL)
Date:
Business Entity,
TLAEC,LLC
(Name of Entity)
By, — (SEAL)
Naute; J Tn Holtz
Title:Gr
Date: - S( to it
Address:3124 Lantern Way
Wilmington, NC 26409
Phone: [phone]
Facsimile:
E-mail: iholtz(ftmsuro.com
Individual license 1/* ` 171977
Dater
Address:3900 Merton Drive, Suite 210
Raleigh, NC 27609
Phone: [phone]
Pacsimile: [phone]
E-mail: gventersovanguardpq:con
Page 2 of 2
SEAL)
STANDARD FORM 573
Revised 7/2005
0 7/2009
This (om, aoa,ced by; Formulator 4P e00•4e9.012

Storm Water & Erosion Control
Design Calculations
Dollar General Development
NC Highway 172
Town of Sneads Ferry
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
S I T E D E S I G N
ti-
5; F°
`� ooyeeoorre ��� °i
SEAL _
2113�
RF— CE1l VED
NOV 1 5 2011
BY:-

TABLE OF CONTENTS
OVERVIEW
STORMWATER NARRATIVE
FIGURES
SOILS SURVEY & SOIL INFORMATION
SHWT DETERMINATION
USGS TOPOGRAPHIC MAP
FEMA FIRM MAP
WETLAND DELINEATION MAP
DRAINAGE AREA MAPS
WATER QUANTITY/QUALITY
NCDENR WET DETENTION SUPPLEMENT
NCDENR LEVEL SPREADER/VEGETATIVE FILTER SUPPLEMENT
WET DETENTION POND
POND SUMMARY
CURVE NUMBERS
POND OUTLET/STRUCTURE SUMMARY
TIME VS. VOLUME (STORAGE)
TIME VS. ELEVATION (STAGE)
PRE -DEVELOPMENT HYDROGRAPHS
POST -DEVELOPMENT HYDROGRAPHS
ELEVATION -VOLUME -FLOW SUMMARY
EROSION CONTROL CALCULATIONS
RIP -RAP APRONS
SKIMMER BASIN
TEMPORARY GRASS CHANNEL
SILT FENCE DESIGN MAP
NOV 1 5 2011
I3 Y:

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 NC Highway 172 near the intersection with
NC Highway 210. The project consists of 2.097 acres and will be developed as a Dollar
General retail store with the associated parking & loading ares. Approximately 1.39 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 facility (wet detention pond) outlined in
this report has been designed to treat 1.03 acres of the site with a maximum impervious
area of 76.47% for the drainage area to the wet pond. The overall impervious area for the
site is 37.5% when on -site areas not draining towards the proposed wet detention pond are
accounted for. The site is draining to SA waters, therefore the storm water management
wet detention pond is designed to treat a 1.5" design storm and 90% TSS with a level
spreader/vegetative filter to provide secondary treatment.
There are delineated wetlands on the property; however, these wetlands will not be
disturbed as part of the construction of the proposed retail development. The USACOE has
conducted a site investigation of the wetland delineation and approved the delineation of the
wetland limits as shown on the construction documents.
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 Leon Fine Sand 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.
]ESE' C E�41VED
NOV 1 5 2011
EY:

r
Stormwater Analysis
Storm water runoff from the developed areas of the site will be treated within a wet
detention pond. The pond has been designed to treat a drainage area of 1.03 acres. The
site grading and storm drainage pipe systems are used to divert storm water runoff from the
site to the wet detention pond. The storm water management pond is designed for an
impervious area of 76.47% for the area draining to the pond. The site is draining to SA
waters, therefore the storm water management wet detention pond is designed to treat a
1.5" design storm and 90% TSS with a level spreader/vegetative filter to provide secondary
treatment.
Water Quantity
Post -development peak flows from the site will not exceed pre -development flows for the 1-
year, 10-year, or the 50-year storms. The site is designed for the 1.5" storm and 90% TSS.
A level spreader/vegetative filter will be utilized to provide secondary treatment. The wet
detention pond will utilize a concrete riser structure with a low flow orifice, intermediate
weir, and an emergency spillway to reduce peak flows. 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 that storm water runoff is treated in a wet .
detention BMP pond. The proposed wet detention pond will provide 90% removal of Total
Suspended Solids (TSS) as well as nutrient removal benefits. A level spreader and
vegetative filter will be constructed at the outlet of the pond to provide secondary water
quality benefits.
Methods
The stormwater conveyance system was analyzed using "Hydraflow Storm Sewers" and
"Hydraflow Hydrographs" computer software program.
NOV 1 5 2011
B` :

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Hydrologic Soil Group-0nslow County, North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest (A00
Map Scale: 1:1,080 if printed on A size (8.5' x 11 ") sheet.
E_J
Area of Interest (Ao0
The soil surveys that comprise your AOI were mapped at 1:24,000.
Soils
J
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Soil Ratings
Enlargement of maps beyond the scale of mapping can cause
O
A
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
Qf
A/D
soils that could have been shown at a more detailed scale.
®
B
Please rely on the bar scale on each map sheet for accurate map
Q
B/D
_ measurements.
El
C
Source of Map: Natural Resources Conservation. Service
C/D
Web Soil Survey URL: http://websoilsuwey.nres.usda.gov
Coordinate System: UTM Zone 18N NAD83
D
This product is generated from the USDA-NRCS certified data as of
Not rated or not available
the version date(s) listed below.
Political Features
Soil Survey Area: Onslow County, North Carolina
p
Cities
Survey Area Data: Version 11, Jun 5, 2009
Water Features
Dates) aerial images were photographed: 7/8/2006
r...
Streams and Canals
The orthophoto or other base map on which the soil lines were
Transportatlon
compiled and digitized probably differs from the background
0
Rails
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
N
Interstate Highways
US Routes
Major Roads
Local Roads
<r
115DA Natural Resources
® Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/1/2011
Page 2 of 3

Hydrologic Soil Group-0nslow County, North Carolina
Hydrologic Soil Group
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils 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 (A/D, B/D, and C/D). 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 well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly 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
transmission.
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, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly 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 undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method. Dominant Condition
Component Percent Cutoff None Specified
Tie -break Rule: Higher
USDA Natural Resources
;® conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/1/2011
ri.i�T�r T✓ Page 3 of 3
NOV 1 5 2011
BY:

�rIJ;•rlcci2. �!%�� t.1�r,IU�//�yz�.
PO Box 1387
Richlands, NC 28574
Phone; 910-330-2784
[e-mail]
October 3, 2011
Mr. George Venters
Vanguard Property Group
3900 Merton Drive
Suite 210
Raleigh, NC 27609
Dear Mr. Venters:
The following is a summary of the soil profiles taken at the proposed Dollar General site located
on Hwy 172 in Sneads Ferry, NC. The purpose of the evaluation was to determine 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 SHWT. Field techniques outlined
in the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems were used to
determine soil texture, structure, consistency and soil wetness condition.
Findings
SATURATED
BORING 1 SHWT<12' <12"
n
KSAT
DEPTH
TEXTURE
STRUCTURE
MINERALOGY
MATRIX
MOTTLES
MOTTLES 'HR.
0-2'
LS
GR
NS. NE
2.5Y6/2
<.5"
2-6'
LS
GR
NS. NE
2.5Y7/2
<.5"
6-36'
LS
GR
NS. NE
2.5Y6/1
c5"
36.48"
SL
GR
NS. NE
2.5Y311
SPODIC
>.5'
SATURATED
BORING
SHWT <12'
<12"
KSAT
DEPTH
TEXTURE
STRUCTURE
MINERALOGY
MATRIX
MOTTLES
MOTTLES 'HR.
0-10,
LS
GR
NS. NE
2.5Y3/1
<.5'
10-36,
LS
GR
NS. NE
2.5Y6/2
<.5'
36-
SATURATED
NOV 1 5 2011

SATURATED
BORING SHWr<12' <12"
KSAT
DEPTH TEXTURE STRUCTURE MINERALOGY MATRIX MOTTLES MOTTLES 'HR.
0-6' L GR NS. NE 25Y3/1 c5'
6-32' LS GR NS. NE 2.5Y7/2 <.5'
32-42' SL SBK NS. NE 2.5Y3/1 2.5Y7/2 >.5'
42-' SATURATED
SHWT was determined by the indication of colors of chroma 2 or less utilizing a Mansell Soil
color Chart at >2% of soil volume in mottles or matrix of a horizon or horizon subdivision.
If you have any questions, please feel free to contact me at [phone]. Thank you.
Respectfully,
�©soi Scf�
Haywood Pittman, LSS' .�� Q'�Jz
RE C:I` V :ems
NOV 1 5 2011
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- SHEET 2 OF 13
( UN FEET)
I inch m 100 ft

404 WE NO TABLES
-ENE
LINE
LENGTH
BEARING
I
LENGTH
BEARING
UNE
LENGTH
BEARING'
44
TJ9 NE
LENGTN
BEARING
'49
UNE
LENGTH
BEARING
LINE
M020
M021
W1022
M023
M024
W1023
WI026
W027
M028
M029
M030
M031
WI032
W1033
w1034
M035
b• W1036
LENGTH
BEARING
_
W121
33.01
N45'2V 'E
W841
8 1'
07'I 'S6'W
W901
. I'
S88' 7'14'W
42.63'
328'04'41"E
W]22
5'
1 19'4 'W
W842
33.
'1
W902
4 . '
N 4-4-21'
64.24'
S28'31'44'E
W723
47 4'
N70'33'
W843
31.2 '
614'43'
M03
19.] '
NOB'41'
90.16'
S54'4C26'E
W]24
Y
N 'W
M44
1. 4'
1 ' 'W
W904
54. '
N26 3' 7`
'84,09'
S61'55'42"W
W725
34
Y 1'W
W845.
46
'W
W905
.µ'
7 1 '17'
@.69'
S75'q'}]'W
W726
463'
N 4'4'
W846
5
5'
W908
-N 't 'W
29.43
N52'49'29'W
W 27
4.
16 'E
WB47
47'
4'
M07
17
4- ' 4"
32.19'
S39'31'37'W
W72B
64'
'39'
W848
.51'
I '37'
W908
1
N tl T
37.03'
S09•45'34"W
W729
N 10' 'E
M49
1'
3'31'
W909
37.83'
N 0'40' 1'W
42.06'
S28.08W"W
W730
3'
6' 'E
WB50
] '
S 4' '
W910
4. '
N T4 '
24:32'
N7751'30'W
W731
444'
'4 ' "E
M51
9. '
W911
.7'
'45'W
25.08'
N77.49'21'W
WA2
21
W852
1.76'
]
W912
.7 '
N ' '10'W
43.77'
N72'39'27•W
W7J}
'4
W89
28. Y
7'
W913
19. '
NI '4 "W
31.3a'
N1228'28"W
W934
1'37' 'W
W554
3 .
M14
3.91'
N t '56"W
39.85'
N17'30'54'W
W1]5
29 27'
N 2a' 'W
W855
t
17't
"Is
1
N 'W
30.22'
N26'38'00`W
W736
37.40`
N71'5'1 'W
w856
8.56'
V4'24'
7, -
N 9'35'
25,20'
N51'45'45'W
W]37
38.66'
NS 7"W
W857
27.08'
567' 4'
,2}'
N 1' 'W
23.71'
N63V238'E
W738
34A1'
N 929'16'W
W858
33.64'
S31'47'1
.40'
N -07'
W1037
M038
M039
W1040
W1041
W1042
M043
M044
W1045
b M046
45.89''
N28'Jt'51'E
W739
148'
N65'3'4 `W
W859
2. '.
S4 4'
3 •
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'a
37.43'
N0611'34'W
-40
W860
29.
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6.
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38.52'.
N11'56'12"E
W)4i
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WBBI
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N33'40'58'W
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49.
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2.
1127
N2a 'O4'
29.00'
N2212'16"W
W]43'
30 1'
157' 'W
WE63
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7 4'
N 7V3' 1'
44.35'
N41'27'2]"W
29,39'
N J a' 0"W
W864
7' 8'
9.0 '
N 'W
49.77'
N82'25'45'W
W145
32
NB V' "W
W865
6'
S38' 'E
N4417'54'
38.31'
N2516'21'WW746
7'
]7'Q' 'W
W866
18,9 '
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6.8a'
N I' 2'J "W
19.06'
N44.43'05'WWH7
4 8'
14] '4'W
M67
40.
9'58'
1 "'
N1025'0 "W
15.64'
N19'35'50'E
W748
7
06' 4'
W868
51,79'
3 ]'12'
M28
29.45'
N281 J'W
W1047
W1048
M049
WI050
WI051
WI052
M053
'oo M054
61.04'
N10'20'28'E
W749
06 1'I '
W869
34,87'
St 1
M29
15.84'
N 03 'W
55.10'
N3737'50'W
W750
O p'
46' 'E
W870
16 7'
M30
4 ,1 1
17'18'W
34.05'
N40'05'00"W
�y
131
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p
W151
3 4'
67.18V 'E
W871
6.61'
4.52' 'W
W931
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6'17'
23.67'
N23'01'26"W
W752
37] '
S 'S '47"E
W872
39.88'
1119'
M32
28.6
N 9'
37.85'
N25ro6'10'W
W753
34 4'
24'40'E
WB]J
35.7 '
018'4 'W
WB33
18.81'
N 'STJJ'W
355C
N/726'02'W
W754
44.49'
N4 -05' 'E
M74
62.63'
7'4 "W
M34
8.7 '
NO '28'43'
28.67'
N23'37'38'W
W155
34'
7T ' "E
M75
50.30'
-58'30'
W935
4 .
N 113'OS"W
20.14'
N36'39'48'W
W756.
3 O8'-
I'
W576
4'
18' 3'W
W'9J6
14.
N1022'3 '
W1055
M056
5757
rMO64
MOB
M069
M070
W1071
m M072
38.14'
N40-22.15-W
W757
) '
"E
we77
25. 6'
13'
W937
27.8 '
N -42'
2.98'
N0117 WE
W758
25.68-
N •] '1 'E
W878
31.016
'W
W9 38
.1
N ]'13'W
32.69'
N69'32'31'W
V059
3 .2
1 'W
W879
8.21'
'S '
W939
13.] '
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18.16'
S49K8'ITW
W760.
38.
I.1 'W
WBBO
2.64'
35610 '31'W
M40
6.
N7'4r59'W
22.87`
56910'58'W
W/61
9-
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W881
4 ,68'
S471 ' 9"W
1V941
4. i
N3721'57'W
19.25'
387'56'21'W
WI82
7'
72'01'
W082
2619'
4 5' 'W
V1942
15.1
N71']i2'
12.70'
NOSVO'31'W
WI63
2
N '4 '4 '
W883
31,36'
1'21' 'W
M43
N10V9'28'W
it.7a'
N26'41'I5'E
W764
77' 1'
W884
21. 6'
S 0'S 'W
M44
39.79'
ry roJ'0 'W
45.98'
SBOKY22'E
W765
5'
77'4 '14"
W885
1 '
M45
574'
N a '13'W
14:a6'
S83'}4.56'E
W766
} I '
N71'
W886
28,97'
'49'J 'W
W946
78 '
N 7 a' 'W
2SAO'
SS002r47'E
}1VA4{
W767
} .16'
N BV4'04E
M8]
7. '
SO318' 2'W
W947
N 8'31'24'
33AS
S57'O'41'E
W768
31. 5'
39'55'09'
W88B
9.60'
N5I47' 'W
M46
44
N '40'
35.95'
S65'28'0SEW169
31.09'
N V5.14'E
W889
]
7'30'4 "W
M49
41. 5'
N2333'0'W
20.17'
S85'59'25'E
W170
1 14' 'W
W090
3 . 2'
S 3'14'
W950
N 17'
19,39'
SB322'57'E
W71
'4'
W891
W951
]J'
N 419' 0 W
23.27'
S87'33'I4'W
W1]2
7 1'
7-34.20"E
w892
1 3
'4 ' 'W
W952
1. '
N '3 '
46.46'
S68'37'36'W
W773
5,4 '-
79' 0'1
W09J
1.2 '
6'0 'W
W953
2 .
26.71'
S7152-12-E
W774
N 3' 3'
W894
48.90'
'47'W.
W954
36.90'
N2 '4O'48'
4
W1073
Vn 074
M075
M075
M078
M079
42.24'
S85tl8'17'E
W175
6'
5'ST
W895
43.31'
426'37'W
M55
1861'
- 9 4'J0'W
31.75'
S5010'05'E
W176
]'
N4 '51' 9'
W896
9 27'
'55.0 'W
M56
21.4]'
7'04'W
30.24'
S10'55WE
W177
4 9'
N. '1 '
W897
44 71'
1419' "W
W957
27. 9'
4418' 3'W
39.21'
546'06'WE
S 8'4 '2 "W
WJ79
3 .65'
Sa9'39'49'E
W899
4.
fi'
M59
0,60'
20.95'
S0513'45'W
W700
2 4s'
N 0'S 'y'E
w9G0
8 T
511 V8' 1'
W960
].
3t.0T
S05-49'38'W
W/81
29. a'
12' ]'
W]82
3 5'
0 ' 'E
W783
4.
S 4'q' 9'W
WJB4
43:
425' '
W785
39' 1'
4' '
W1B6
] '
W787
J 4 '
1 4'
W188
1
53 ]'
W7B9
4
'S '0 '
W]90
4 '
S ' "
W/91
-
N3 1' '
W792
3a'0 '
W193
4
W194
41 5'
N 4'
W195
40. 1'
N CSB' '
W]96
31.
NH16'a '
W197
]4, 5'
N 8' 'E
W198
D 9'
6 'C
W799
N53K ' '
WB00
6 ]'
S0'45' 1'
W801
29
N7 'S '
w802
B '
W803
45: 1'
7ro 'I '
W804
ry '
W805
6. 4'
11 '4 '
WBO6
34.
S1 ro9' '
W807
W808
'O6'46'
W809
45
4' 'W
W810
4 0 '
'
Watt
34. 9'
S4 VTO 'W
W812
iJ 3'
S15'Q'1 "
w813
.4 '
N iV '3 '
WB14
4 1]'
6 K '3 '
W815
27.
45' 'E
WBt6
4
1 'E
W81]
51
'S9' '
wale
za
rot•
W819
30 6'
KB' 'W
WB20
2 .6 '
S23'38't "W
WB21
4'
4525' S'W
wen
s.
o•sr J'w
WB23
•W
W824
'4 "W
WB25
5B {0'
0
W026
.11'
p613'30'W
-W82]
] 4B'
18' '
W828
8'
OV 't ]'W
WB29
3 3'
S ]K '4S'W
WBJO
4
'56'S3'W
W8J1
64
'4 ' ]'
WBJ2
ll.2rt
704 ' 6'E
W833
7
N K' 'W
W834
6:1
N6 Y ' W
WB]5
2649'
N '48'11'W
W838
N'
]t 1' 1'W
W837
3 C
O'3rJ3"W
WB38
V4. 8'
wB39
4,
1' '
WB4D
52 V7' '
W962
.95'
SO4'49'02'W
W963
2].1
NS '0 '3B'
W964
11.21'
S2 1'1 `
-W985
44.
N4 '3 '4]'
W966
8'
1 '
W967
14
♦ ]'
W968
N4698'35'
W969
36.
'N 0'a '
W970
49.9 '
{'
W9]t
3.25'
S '14'
W972
4
S3a' B'
W973
7 4 '
'0 "
W9]4
'4 '
W975
N 1'S
W975a
34. 4'
N i'4 '31'
W9]6
- 4.7 '
-SD' '49'
W9R
Z51'
-N] 'a ' '
W9J6
3{. ]'
NO 4'U'W
W979
1].71'
NET T 1'E
W960
2 .09'
N6 '3 "
W981
NS6K6'31'
W982
.4 '
NB ' '5 '
W983
19.1
N V3'S4'
W984
8.5T
NB tl '38'
W985
3.1 '
1' 72'
W986
0.2 '
S4 V 3A'W
W9B]
5 B'
N '3 'W
W988
18.6 '
N1 V4'36'W
W989
1. 9'
I' CW
W990
.41'
4' 'W
W991
14.2J'
N78' 'I B'W
W992
13.8I'
S1 ' 1'46'W
W993
9 70'
'S9'W
W994
2.83'
S5]95' 'W
W995
9.96'
NBJV93J'W
WB96
7.06'
N86'19'04'E
W99]
22.15'
S2652'S6'E
W998
a3.71'
S42'49'56'E
W999
42.55'
SO4'35'25'E
WI000
2J:50'
S1725'4YE
W1001
45.35'
S48'39'S9'E
W1002
48.15'
S2J'S4'O6'E
WI003
SJ.1 ]'
S61'38'STE
W1004
50.25'
N34'24'OB'E
WI005
28.30'
N7255'16'E
WIOOfi
50.61'
N69roi'19'E
WI0p7
46.49'
NB8'44'3t'E
W1008
}B.B4'
S26Y92J'E
W1009
5216'
S1T45'27"E
wi010
45.]1'
S29'a4'49"E
W10i1
6].82'
N8053'13'E
W1012
56.50'
S43'S5'24'W
W101J
50.3]'
S331 T38'W
W1014
]2.89'
N3350'a5'W
W7015
SJ.4J'
N22V2'11'E
W1016
32.60'
N6]'49'S8'E
W101]
45.45'
N]929'OPE
WI018
65.02
S]994'14'W
W1019
36.10'
S1613'A'W
.IIIGG/' 7L U! id

Name of Stream
Description
Curr. Class
Date
Basin
Stream Index It
Stones Bay
Entire Bay
SA;HQW
06/01/56
White
Oak
19-30
Mill Creek
From source to Stones
SA;HQW
06/01/56
White
Oak
19-30-1
Bay
Muddy Creek
From source to Stones
SA;HQW
06/01/56
White
Oak
19-30-2
Bay
Stones Creek
From source to Stones
SA;HQW
06/01/56
White
Oak
19-30-3
Bay
Millstone Creek
From source to Stones
SA;HQW
06/01/56
White
Oak
19-30-3-1
Creek
New River
All waters within
SC
06/01/56
White
Oak
19-31
Restricted Area
1,000 yards of earthen
# 1
dock at the United
States Marine Corps
Rifle Range
�SA;HQW
Everett Creek
From source to New
06/01/56
White
Oak
19-32
River
--_-
Ellis Cove
Entire Cove
SA;HQW
06/01/56
White
Oak
19-33
Sneads Creek
From source to Ellis
SA;HQW
06/01/56
White
Oak
19-33-1
Cove Bay
Fannie Creek
From source to New
SA;HQW
06/01/56
white
Oak
19-34
River
Wheeler Creek
From source to New
SA;HQW
06/01/56
White
Oak
19-35
River
Courthouse Bay
Entire Bay
SA;HQW
06/01/56
White
Oak
19-36
New River
All waters within a
SC
06/01/56
White
Oak
19-37
Restricted Area
line beginning at the
# 2
Government Dock in
front of U.S. Coast
Guard Detachment
Barracks at Marines
and running a
southwest course 1,000
yards to Channel
Marker #13, thence a
southeasterly course
1,000 yards to Flash
Beacon # 11, thence a
northeasterly course
500 yards to al point
on the mainland at
Wilkins' Bluff, thence
-
following the
shoreline to the
Government Dock
Unnamed
From source
to New
SC;HQW
'08/01/90
White
Oak
19-37-1
Tributary to New
River Restricted
Area
River (Rufus
# 2
-
Creek)
Traps Bay
Entire Bay
SA;HQW
06/01/56
White
Oak
19-38
Traps Creek
From source
to Traps
SA;HQW
06/01/56
White
Oak
19-38-1
Bay
Toms Creek
From source
to Traps
SA;HQW
06/01/56
White
Oak
19-38-2
Bay
Page 5 of II 1RR(~RWYk' y 2011-10-01 07:12:47
NOV 1 5 2011

Precipitation Frequency Data Server
http: //hdsc.nws. noaa.gov/hdsc/pfds/pfds_lri ntpage. html?st=nc&sta=31-8037&data=depth&un...
NOAA Atlas 14, Volume 2, Version 3 SNEADS
FERRY
Station 7
Location name: Sneads da Ferry, North Carolina,
US'
Coordinates: 34.5500,-77.4000
a�M1
Elevation:
Elevation (station metadata): 10 ft'
- source: Goagle W,
POINT PRECIPITATION FREQUENCY ESTIMATES
GM Bonnin, D. 1, 3, Lin. T. Parzyook, MYeda, and D. Riley
i i talmnal Weimer Serme, Sili Sping. Wryeld
PF_tabular I PFyraphical I Maps_8_aerials
PF tabular
PDS-based
point
precipitation
frequency
estimates
with
90%confidence
intervals
(in inches�l
;Duration
Average recurrence
interval
(years)
�-F
2
�I
10 1
25
50
100
200
F-50-o-I
1000
_.
_
5-min
�I(0.
481-0534)I(0.s4
,01).(0b
737)(07M4823)(0]97-0929)(08
-11101),(0.930109)(0935-9,18)(107429)(11421]38I
0 790
0.937
1.10
1.22
1 38
1.50
1.62
173
1 89
200
10-min
(0. 738-0853)
(0,87&101)
(102-1..18)
11 (114132) 11
(127148)',
(139-161)
(148-174) R
(1581.87)
(170.204)
(179217),,
0 987
1.18
1.39
1.55
1.75
1.90
2.04
2 19
2.37
2.52
15-min
(0.920 1 07)
(1 10 1 2]) ,
(1 29 T49)
(1 d4 1 6]) 11
(1 61 1 8B)
(1 74 2 04)
1 (1.8] 2 i0)
(1 99 236),
(2 132 5])
(2 24 2 ]3):
30-min
1.75
(12815)
1.63
(1,52175)
1.97
(1838.12)
2.24 )
(241
0&241
rI(23&278)
(2 29 W)
����
F-313
(288J 37)I
34
(710J 67)11
(340409)
(363<42),
60-mint -IF(157182)
1.fi9
2.04
2.53
292
3.45
3.87
4.31
6.78
5.42
5.95
.
(1.90220)
(2352]21J
(271J 14)
(J1&370)',
(J 564 i6)
(3.944 fi4)(4345.151,
(4 BB 586)(530845),
2 O6
2.52
J.20
3.77
d.57
5 22
5.93
6 89
7.77
8.86
�2-hr
I
(193221).
(2.35-270)
(298J 43)
(349-004 )
(421488)
(479558)
(540835)
(604-7.16) ;
(695834)(769.933)',
223
-
2.72
3.47
4.12
505
585
3-hr j
(209239) I_(2.W292)
(3.24J.72)
(382d41 )
( 4W539 )
(53"24 )_
(6 ]116)I
����I
I6 B9818)1(B
ad 9568)
(8991210)I
7829
2.8
6-hr
(253F94)
(JA7J58)
(3,92459)
(464545)
(5678068)
�
(6,52T74)
(745891)i
(8 5-102)1(984121)(1111-138)!
-11.6
F
12-hr
���504
(2 95J 52)
(3 584128)
14 605 49)
(5 47b SSl i
���
(6 28 09)
(] 77&9 42)
(8 9➢ 101)
(10 2- 2.6) I
(1211315 11.
11316-1] 3).
24-hf 1
7.68
(338-0OS)
4.48
(d. 11493)
5.79
(5.318.35)
8.90
(630-755)
8.56
(77&935)
9.98
(895-109),
11.8
(10.3126),
13.3
(11]-14.5)
15 9
(137174)
18 2
(15520.0)
2-day J,(3884875)
(4.69575)
(600-738)J
(]118 ]8)
(8 5109),(10212
])
(11]148)1131&17.11
1188207)(1727238)
!
4.51
5.46
6.98
21.3
7 day
1
(409501)
(4.95807).
(630-7]4 )
�-
Q42915)
(90]01212)
(10 S1J 0)
��I
(1L9150)
(1315162)
(1519208)
�
(302J 9).
6 75
5.74
7.30
1 8.60
10.5
12 1
13 8
15.7
18.8
21.4
4 daY
(4 J052]I ,_(620838)
(6608 _09)11
(9391161_1.(1081JJ),
(122152)
113.7.1]4)(16220.9)
(18224.0)
�7-day
548
6.60
8.30
-(7.74.9.52)
9,70
11 7
13 4
15 2
17.2
20.0
22.7
(80&725)
(L57.9,11)
a80-10.6)_
(106128)
(120-146)
(13, 6166)1
(15_1-188)
(174220)(192248)
.,(500803)
6.06
7.27
9.01
10.4
12.5
14.2
160
18.0
20.8
21.1
F10-day
(555867)
(665801)
(822-9.90)
(949-11,5)
(11&137)',,(12&156)(1431]6))(15.9.19.8)(182230)(19425.7)
7.98
9.50
11.6
132
15.6
17.8
19.8
j(20822245)�
21.8
249
27.4
20-da
��
-
-
�_
59
4 9
02
30-day
(9 3-06)
(109125)
(1310-151)
(1418 _3).
(1]18199)
Ills 4222)
(22� 26.9)
(25�7J03)(2]36J30)�1
I of I1/1/2011 10:03 AM

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GRADRL AND
DRAINAGE PLAN
_ sxm xevm
C—vl
!IrAA%AoL le fNfa- 4f
I40V 1 5 2011

. . . . . . . . . . . IV. nE14W5IXV41Fw .. .....
- - . . . . . . . . ------
. . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . .
........ ......
.
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— ---------
M110 MIR ElVill.ml
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- ----------
--------- ---- -------
----------- --- --------------
----------
,0, 95 a c -10 -% ,%41t, e4,
111 —Bll 'ONTRol. EROSIOND NOTES:
-4d ;jJ,;d
AfeeA-
Dare. lo/al/u
EROSION
CONTROL PLAN
C-5
NOV 1 5 Z011

WATER QUALITY/QUANTITY
I NOV 1 5 2011
i

Permit No.
fife be pmvlded by DWO)
A�� 020E W A reg
�A h
NCDENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part IIII must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
IINDESIGNYNFORMATION Mi4QviTANO
Site Characteristics
Drainage area ,.-44,870'. ft'
Impervious area, post -development ,., •.34,3121H'
%impervious 76.47 %
Design rainfall depth ' 115 in
Storage Volume: Non -SA Waters
Minimum volume required - .. It,
Volume provided ft3
Storage Volume: SA Waters
1.5'runoH volume
4,137. ft'
Pre -development l-yr, 244hr runoff
?i688 ft3
Post -development 1-yr, 24-hr runoff
z. 10;150. ft3
Minimum volume required
9,462 ft'
Volume provided
g g7g; ft3
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr stoml peak How required?
Y (Y or N)
1-yr, 24-hr rainfall depth
t'3`7. in
Rational C, pre -development
v .
0.25. (unittess)
Rational C, post -development
r'
,0.801, (unitless)
Rainfall intensity: 1-yr, 24-hr storm
-...f5.94 inhlr OK
Pre -development 1-yr, 24-hr peak flow
1.53 ft3/sec
Post -development 1-yr, 24-hr peak flow
4.89 ft'/sec
Pre/Post 1-yr. 24-hr peak How control
3.36 ft'/sec
Elevations
Temporary pool elevation
," 46.70 fmsl
Permanent pool elevation
- 45:00;fmsl
SHWT elevation (approx. at the perm. pool elevation)
- .45.00 fmsl
Top of 10ft vegetated shelf elevation
":'45.50Ymsl
Bottom of 10ft vegetated shelf elevation
...44i50'tmsl
Sediment deanout, top elevation (bottom of pond)
;°
,-,139.00. fmsl
Sediment cleanout, bottom elevation
-
`-'38.00,fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp pool?
N k (Y or N)
Elevation of the top of the additional volume
fmsl
Foem SW401-Wet Detention Basin-Rev.8-9/17N9
NOV 1 5 2011
ttttl,.I IIII////j'
` SEAL i
2443 1
`?e„/1Ix'
Pans I. 311. Design Summary, Page 1 of 2

Permit No.
(to be pmvlderl by DWQ)
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SA/DA ratio
Area PROVIDED, permanent pool, Ax j w
Area, bottom of 10ft vegetated shelf, Ab ,
Area, sediment deanout. top elevation (bottom of pond), A..,
Volumes
7,005 ft'
3,949 ft'
8.80 limitless)
3,975 ft` OK
2,522 ft`
90 fte
Volume, temporary pool
" 9,878 ft3
Volume, permanent pool, Vpa,,,y.
.. _7;539ft'
Volume, forebay (sum of forebays 9 more than one forebay)
- 1,531 rya
Forebay %of permanent pool volume
20.3% %
SAIDA Table Data
Design TSS removal.,
90'^/,
Coastal SAIDA Table Used?
' „ Y .. `_ (Y or N)
MountairVPiedmont SAIDA Table Used?
4-it - , N ,,. (Y or N)
SAIDA ratio
8.80 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N. -. (Y or N)
Volume, permanent pool, Vp,,.
7,539 ft'
Area provided, permanent pool, A,,,,,,�
3,975 ft
Average depth calculated
it
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
"�--"'Y.-' (Y or N)
Area provided, permanent pod,
575 ft`
Area, bottom of 1 Oft vegetated shelf, A,,,-.
2,522 ft`
Area, sediment deanout, top elevation (bottom of pond), A...
90 fte
'Depth' (distance b/w bottom of loft shelf and top of sediment)
5.50 It
Average depth calculated
. -3.20 ft
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
- 3.0 it
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of towpath to width ratio
Length to width ratio
Trash rack for overflow & odfice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement pmvided?
Capures all mnoft at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.8-9117M
(Y or N)
in
in'
(unitless)
ft
(Y or N)
(unless)
(unitless)
ft
It
ft'/sec
ft'/sec
ft'/sec
days
UI/
Need 3 ft min.
OK
OK
OK, draws down in 2-5 days.
3:1
OK
-3:1
OK
:1
OK
Y -
".: (Y or N)
OK
1.0 ft
OK
fiX`,:;
(Y or N)
OK
(YorN)
OK
;kY,
'. (Y or N)
OK
Pans 1. & H. Design Summary, Page 2 of 2
NOV 1 5 Z011
B

Permit
(to be provided by DWO)
IU `REQUIRED ITEMS CF1 CRUST ;: _ - ,, W
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
lxfL
C"f, C-10
1, Plans (1"- 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
1nfL
e4C-P
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
C ¢
- Filter strip.
114-5L
C /0
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
L 40
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Mf L
n
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
f%t5L
IPA-les
7. The supporting calculations.
Axel
5& j' // (f ( 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
MIL
9. A copy of the deed resMctions (if required).
I%15L i7a�cS 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 7NOV 1 5 2 011 Part III. Required Items Checklist, Page 1 of 1

STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
Project name
Contact name
Phone number
Date
Drainage area number
The purpose of the LS-VFS
Stormwater enters LS-VFS from
Type of VFS
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak now from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-fool long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
Form SW401 - LS-VFS - 29Nov2010 - Rev.8
A`BMP: d z= x
44;870
ft2
Do not complete this section of the form.
- 34;3121
- ftz
Do not complete this section of the forth.
76.47
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the forth.
min
Do not complete this section of the form.
. in/hr
Do not complete this section of the forth.
cfs
Do not complete this section of the form.
10-yearstorm
cfs Do not complete this section of the form
(Y or N) Do not complete this section of the form
10 cfs
LBYNOV 1 5 2011
:_-- --
11114.1I IUlur/�
ss
SEAL
24434 °
page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stonnwater entry point
Depth of forebay at stomnvater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered Flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W'
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
NIA,
sq ft
No forebay is required.
36•-
in
Depth is appropriate.
IT,
`in
Depth is appropriate.
10
fvcfs
4
fl
Ten feet is the minimum level spreader length.
= 10:.
. " h
30 ;..
`) It
44.77 .
fmsl
44M
": fmsl
0.90
%
N--
<..(Y or N)
OK
N=,(Y
ar N)
Y ..> `:(Y or N)
N' + (Y or N)
i D i
NOV 1 5 2011
BY:
Form S W401 - LS-VFS - 29Nov2010 - Rev.8 I page 2 of 3

10I REQUIREDATEMSCHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High Flow bypass system,
- One fool topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1' = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
Initials Page or plan sheet number and any notes
Form SW401 - LS-VFS - 29Nov2010 - Rev.8
NOV 1 5 Z011
BY:
page 3 of 3

Pond Summary - BMP Pond
Pre -Developed
Post -Developed
Post -Developed
routed through
pond
Drainage Area (acres):
1.03
1.03
Curve Number:
60
89
Runoff Coefficient
0.25
0.8
Time of Concentration (minutes):
10
5
Q 1-year (cfs): (SCS Method)
0.717
4.252
0.03
Q 1-year (cfs): (Rational Method)
1.265
4.048
0.012
Q 10-year (cfs):
3.701
9.011
a432
Q 50-year (cfs):
7.249
13.49
5.445
Outlet Controls:
Permanent Pool Elevation:
45
Existing Grade Elevation:
46
SHWT Elevation:
45
(5HWTlesss than 12"
below existing grade
Min. Required Surface Area (sf):
3,948
(Based on 90% 7S5 Removal)
Surface Area provided (sf):
3,975
Design Storm (Coastal'Counry):
1.5"
design storm storage volume required (cf):
4,137
Volume difference between pre- and post- development:
9,462
design storm storage volume provided (cf):
9,878
Drawdown time for design storm (days):
2.63
Drawdown time for volume provided (days):
4.43
1-year storm control:
1"Orificeno45.0
15" outlet pipe
Q 1-year routed through pond (cfs):
0.03
< Q 1-year pre -developed
1-year storm elevation:
46.34
Riser structure outfall:
15"cd)0.32%
Emergency Spillway Elevation:
47.1
Concrete Spillway
Emergency Spillway Width:
6
Incremental Weir Elevation:
46.7
Incremental Weir Width(in)
6
Incremental Weir Height(ft)
1
Q 10-year routed through pond (cfs):
0,432
< Q 10-year pre -developed
10-year storm elevation:
47.08
Q 50-year routed through pond (cfs):
5.445
< Q 50-year pre -developed
50-year storm elevation:
47.54
Top of dam elevation:
48
Level Spreader
Design Storm:
1.5"
Use Q-10 Year routed flow through pond (cfs):
0.432
Level spreader length (107cfs)(If) min:
4.32
Level spreader length - design:
10
Vegetative Filter Strip:
Vegetative Filter Strip Length (If):
30
Vegetative Filter Strip Width (If):
10
Vegetative Filter Strip Area (sf):
300
Vegetative Filter Infiltration Rate (in/hr):
0.50
Rate for Calculations (in/hr):
0.5
Infiltration Rate (ft/sec):
0.000012 (convert in/hr to ftsec)
Effective Infiltration Volume (cfs):
0.003472 (VFS area (sf) x Infiltration Rate(f /sec))
10-Year Storm flow through pond (cfs):
0.43
-
NOV 1 5 2011

Proposed Wet Pond #1
Project Information
Project Name:
Dollar General
Project #:
Designed by:
MEL Date:
Revised by:
Date:
Checked by:
Date:
Me Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area (DA) = 1.03 Acres
Impervious Area (IA) = 0.787 Acres
Percent Impervious (1) = 76.41 %
1equired Surface Area
Permament Pool Depth: 3 ft (Coastal County)
SA/DA = 8.8 (90% TSS Removal via Wet Pond)
Min Req'd Surface Area = 3,948 sf (at Permanent Pool)
iequired WQv Storage Volume
Design Storm = 1.5 inch (Coastal county)
Determine Rv Value = 0.05 +.009 (1) = 0.738 in/in
Storage Volume Required = 4,137 cf (above Permanent Pool)
pre -and post -development from 1-
NOAA 1-year, 24-hour event = 3.68 inches
Pre -Development Drainage Area = 1.03 Acres
Pre -Development Impervious Area = 0 Acres
Pre -Development Percent Impervious = 0.0 %
Pre -Development Rv = 0.05 + .009 (1) = 0.05 in/in
Post -Development Rv= 0.738
Volume (post-predevelopment) = 9,462 cf (above Permanent Pool)
Pre -Development Peak Flow (1-year, 24-hour storm):
Drainage Area =
1.03 Acres
Pre -Development Runoff Coefficient "C"=
0.25
Intensity "I" =
5.940
Pre -Development Peak Flow =
1.53 cfs
Post -Development Peak Flow (1-year, 24-hour
storm):
Drainage Area =
1.03 Acres
Post -Development Runoff Coefficient "C"=
0.8
Intensity "I" =
5.940
Post -Development Peak Flow =
4.89 cfs
Top of Pond Elevation =
48.00 ft
Temporary Pool Elevation =
46.70 It
Permanent Pool Elevation =
45.00 ft
Seasonal High Water Table Elevation =
45.00 ft
Shelf Begining Elevation =
44.50 ft
Forebay Weir=
44.00 ft
Shelf Ending Elevation =
45.50 It
Bottom Elevation =
39.00 ft
Area @ Top of Permanent Pool = 3,975 sf
Volume of Temporary Storage = 9,878 cf
s Permenant Pool Surface Area Sufficient (yes/no)?
Yes ( 3975 > 3948 ) sf
Volume of Storage for Design Storm =

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�ee
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rm STORMX'ATER
NANAGMENT
DETAIIS
zm} mmn
C-10
aYvrxY
NOV 1 5 2011
T�1

IMPERVIOUS AREA SUMMARY
PROPOSED
BUILDING:
10,542
SF
0.242 AC
11.5%
OF SITE
PROPOSED
SIDEWALK:
1,800 SF
0.041 AC
2.0%
OF SITE
PROPOSED
PAVEMENT:
21,970
SF
0.504 AC
24.0%
OF SITE
PROPOSED
IMPERVIOUS AREA:
34,312
SF
0.787 AC
37.5%
OF SITE
OPEN SPACE:
57,055
SF
1.31 AC
62.5%
OF SITE
NOV 1 5 2011
BY:__

Dollar General
Triangle Site Design, PLLC
Curve Number Calculation
(CN)
Pre -Developed Conditions
BMP Pond
Drainage Area (acres).
1.03
Existing Soil Grouas:
Soil Group Mao Symbol Soil Description
Acres
Percent of DA
B Ln Leon
1.03
100%
Existing Land Uses:
Land Use Description Existing Soil Group
Acres
Curve #
Weighted CN
Wooded/Open Space B/D
1.03
60
60.0
Impervious - Pavement B/D
0
98
0.0
Cumulative Curve # =
60.0
Rational Runoff Coefficient "Crr
1.03
Land Use Description Acres Runoff "C" Weighted "C'
Roofs 0 1 0.00
Asphalt/Concrete Pavement 0 0.95 0.00
Open Space 0 0.2 0.00
Wooded 1.03 0.25 0.25
Cumulative "C" = 0.25
NOV 1 5 2011
BY: --

Dollar General -
Triangle Site Design, PLLC
BMP Pond
Existing Soil Grouas.
Soil Group
B
Curve Number Calculation (CN)
Post -Developed Conditions
1.03
Man Symbol
Ln
Land Use Description
Open Space
Impervious - Pavement/Bldg
Soil Description
Leon
Existing Soil Group Acres
B 0.243
B 0.787
Acres Percent of DA
1.03 100%
Curve # Weighted CN
60 14.2
98 74.9
Cumulative Curve # = 89.0
Rational Runoff Coefficient "C"
1.03
Land Use Description
Acres
Runoff "C"
Weighted "C"
Roofs
0.24
0.95
0.22
Asphalt/Concrete Pavement
0.55
0.95
0.51
Open Space
0.24
0.3
0.07
Existing Asphalt Pavement
0
0.95
0.00
Cumulative "C" = 0.80
Izy - r
Ly
NOV1 5:

Project: Pond #1 Date: 11/1/2011
Pond Contours -Volumes
Elevation
Pond
Forebay
Total -Areas
Incremental Vol.
Accumulated Vol.
Description
48
8,350
0
8,350
7,833
27,399
47
7,315
0
7,315
2,148
19,567
46.7
7,005
0
7,005
4,613
17,419
46
6,175
0
6,175
611
12,806
45.9
6,040
0
6,040
2,299
12,195
45.5
5,455
0
5,455
2,358
9,896
45
2,920
1,055
3,975
1,624
7,539
A2 (Perm _Pool)
44.5
1,592
930
2,522
1,167
5,914
Al (Bottom_Shel
44
1,340
805
2,145
1,833
4,748
43
940
580
1,520
1,265
2,915
42
630
380
1,010
1,650
1,650
41
375
205
580
915
915
39
90
0
90
0
0
A3(Bottom_Pond
38
30
0
30
0
0
Forebay Contours -Volumes
Elevation
FBI
FB2 FB3 Total -Areas
Incremental Vol.
Accumulated Vol.
0
0
1,531
0
0
1,531
0
0
1,531
0
0
1,531
0
0
1,531
0
0
1,531
45
1,055
1,055
409
1,531
44.5
930
930
328
1,123
44
805
805
505
795
43
580
580
290
290
42
380
380
0
0
41
205
205
0
0
40
60
60
0
0
Average
Depth (Option 1)
1.8965
*At least 3' average depth
Forebay
Volume
0.2031
*Above 20%
Average Depth Calculation (Option 2)
Al (Bottom_Shelf):
2,522
A2 (Permanent -Pool):
3,975
A3(Bottom_Pond):
90
Depth:
5.5
Average Depth = 3.26
NOV 1 5 2011
- r.

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD -Water Quality Volume
Project Information
eject Name:
Project #:
signed by: Date:
iecked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 2
Orifice Diameter (D) =
Cd =
Ei =
Zone 1 Range =
Zone 2 Range =
Zone 3 Range =
O, = 0.0437 Co' D' (Z-D/24-Ei)^11121
Qz = 0.372 Ce' D'(Z-Ei)ewat
Q,=0
1 in
0.6
45
Orifice Inv.
0.00
to 45
45
to 45.2
45.2
to 47
Incremental Drawdown Method
Countour
Contour
Area
Incremental
Volume
Stage, Z
Zone
O
Drawdown
Time
sq It
cu ft
It
cfs
min
45.00
3,975
0
0.00
2.00
0.000
45.50-
5455
2,358
0.50
3.00
0.018
2,213
45.90
6040
2.299
0.90
3.00
0.024
1,577
Total
4,656
3,791
Drawdown Time = Incremental Volume / Q / 60sedmin
Summary
Total Volume = 4,( n // , / 1 /j /
Total Time = 3,791 791 min
V Lu
Total Time = 2.63 days
�pwOfvW ✓)
11/1/2011
Prop Wet Pond.xls
NOV 1 5 Z011
BY:
I oft

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD - Pre vs. Post Volume
Project Information
Project Name:
Project #:
Designed by: Date:
Checked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 2
Orifice Diameter (D) =
Cd =
Ei =
Zone 1 Range =
Zone 2 Range =
Zone 3 Range =
Q, = 0.0437 Ce' D2 (Z-13/24-D)AOM
Qs = 0.372 Co' D'(Z-Ei)Afnl
Q,=0
1 in
0.6
45
Orifice Inv.
0.00
to 45
45
to 45.2
45.2
to 47
Incremental Drawdown Method
Countour
Contour
Area
Incremental
Volume
Stage, Z
Zone
Q
Drawdown
Time
sq It
cu It
it
CIS
min
45:00
3,975
0
0.00
2.00
0.000
45.50
5455
2,358
0.50
3.00
0.018
2,213
46.00
6175
2,908
1.00
3.00
0.026
1,888
46.70
7005
4,613
1.70
3.00
0.034
2,277
4==1
Total
9,878
6,378
Drawdown Time = Incremental Volume / Q / 60secimin
Summary
Total Volume= 63m ,78
Total Time= 4.43 min I DI U{'NQ d k7G(
Total Time = 4.43 days l �� 77 _�,�
�i1Prr�r��rrtew"t O!ruG.�G�ow✓1
11/i/2011 Prop Wet Pond.xls NOV 1 5 2011 1 of 1
LI:—�.

Proposed Wet Pond #1
Project Information
Project Name: Dollar General
Project #:
Designed by: MEL Date:
Revised by: Date:
Checked by: Dale:
Site Information
Sub Area Location:
Drainage to Proposed Pond
Drainage Area (DA) =
0.95 Acres
Impervious Area (IA) =
0.78 Acres
Percent Impervious (1) =
76.41 % (Drainage Area)
Orifice Sizing
Orifice Size = 1.00 in
Drawdown Time = 2.63 days
less than 5 days (yes/no) ? yes
greater than 2 day (yes/no) ? yes
Anti -Flotation Device
4' x 4' Outlet Structure
Area:
16.0
sf
Volume:
144.0
cf
Weight:
8986
Ibs
Factor of Safety
1.20
WT Req'd of Anti -Flotation Device:
10,783
Ibs
Volume of Concrete Req'd:
71.9
cf
Volume Provided: 73.2 cf
(Diameter)
(Incremental Draw Down Method)
(Water Displaced - Top of Pond to Bottom of Pond)
(Unit WT of Concrete = 150 pcf)
(4'x4' riser x 1.2' = 19.2cf, 6'x6footing x 1.5' = 54.0cf)
NOV 1 5 2011
BY

Pond Report a
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139, 2009 by Autodesk, Inc. v6.066
Tuesday, Nov 1, 2011
Pond No. 1
- BMP Pond
Pond Data
Contours - User
-defined contour areas.
Conic method used for volume calculation. Begining Elevation = 45.00
ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area (sgft)
Incr. Storage (cult)
Total storage (cuft)
0.00
45.00
3,975
0
0
0.50
45.50
5,455
2,348
2,348
0.90
45.90
6,040
2,298
4,645
1.00
46.00
6,175
611
5,256
1.70
46.70
7,005
4,609
9,865
2.00
47.00
7,315
2,148
12,013
3.00
48.00
8,350
7,826
19,839
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A] [B]
[C]
[D],
Rise (in)
= 15.00
1.00
Inactive
0.00
Crest Len (ft)
= 0.50 6.00
0.00
0.00
Span (in)
= 15.00
1.00
0.00
0.00
Crest El. (ft)
= 46.70 47.10
0.00
0.00
No. Barrels
= 1
1
1
0
Weir Coeff.
= 3.33 2.60
3.33
3.33
Invert El. (ft)
= 45.00
45.00
0.00
0.00
Weir Type
= Rect Broad
---
---
Length (ft)
= 72.00
0.50
0.00
0.00
Multi -Stage
= Yes Yes
No
No
Slope I%)
= 0.32
1.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 0.000 (by Contour)
Multi -Stage
= n/a
Yes
Yes
No
TW Elev. (ft)
= 0.00
Stage (ft)
3.00
2.00
1.00
0.00 -T I
0.00 1.00
Total 0
Note: CuNeNOrifice outllows are analyzed under inlet (ic) and outlet (m) control. Weir risers Ue ad for orifice conditions (ic) and submergence (s)
Stage / Discharge
2.00 3.00 4.00 5.00 6.00 7.00
--..-. f �-T•-- -
� -...a1 Y.L'
NOV 1 5 2011
B
Elev (ft)
48.00
47.00
46.00
1 45.00
8.00
Discharge (cfs)

Hydrograph Report
1
Hydraflow Hydrographs Extension for AutoCAD® Civil 31D® 2009 by Autodesk, Inc. v6.066
Tuesday, Nov 1, 2011
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Peak discharge
= 0.717 cfs
Storm frequency =
1 yrs
Time to peak
= 722 min
Time interval =
2 min
Hyd. volume
= 2,355 cuft
Drainage area =
1.030 ac
Curve number
= 60
Basin Slope =
0.0 %
Hydraulic length
= Oft
Tc method =
USER
Time of conc. (Tc)
= 10.00 min
Total precip. =
3.68 in
Distribution
= Type II
Storm duration =
24 hrs
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 -
BMP Pre -Developed
Hyd. No. 1 -- 1 Year
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)
NOV 1 5 Z011
WX:

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 =
2 min
Drainage area =
1.030 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
3.68 in
Storm duration =
24 hrs
Q (cfs)
5.00
14
3.00
2.00
1.00
BMP Post -Developed
Hyd. No. 2 -- 1 Year
Tuesday, Nov 1, 2011
Peak discharge = 4.252 cfs
Time to peak =
716 min
Hyd. volume =
8,847 cuft
Curve number =
89
Hydraulic length =
0 ft
Time of conc. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
120 240 360 480 600 720 840 960
Hyd No. 2
Q (cfs)
5.00
A
3.00
2.00
1.00
0.00
1080 1200 1320
Time (min)
AAC vT r<
NOV 1 5 2011
'Mf:

1 r
Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCAD® Civil 313® 2009 by Autodesk, Inc. v6.066
Tuesday, Nov 1, 2011
Hyd. No. 3
Post Through Pond
Hydrograph type =
Reservoir
Peak discharge
= 0.030 cfs
Storm frequency =
1 yrs
Time to peak
= 1442 min
Time interval =
2 min
Hyd. volume
= 7,141 cuft
Inflow hyd. No. =
2 - BMP Post -Developed
Max. Elevation
= 46.34 ft
Reservoir name =
BMP Pond
Max. Storage
= 7,525 cuft
Storage Indication method used
Q (cfs)
5.00
• M
3.00
1.00
0.00
0 600
Hyd No. 3
Post Through Pond
Hyd. No. 3 -- 1 Year
1200 1800 2400
— Hyd No. 2
Q (cfs)
5.00
3.00
2.00
igK11]
0.00
3000 3600 4200 4800 5400 6000
Time (min
_ li oars ii, Total storage used 7 525 tuft
NOV 1 5 2011

Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066
Hyd. No. 5
1-Year, 24-Hour Pre -Developed
Hydrograph type
= Rational
Storm frequency
= 1 yrs
Time interval
= 1 min
Drainage area
= 1.030 ac
Intensity
= 4.912 in/hr
IDF Curve
= RockyMount.IDF
Q (cfs)
2.00
1.00
1
Tuesday, Nov 1, 2011
Peak discharge = 1.265 cfs
Time to peak
= 5 min
Hyd. volume
= 379 cuft
Runoff coeff.
= 0.25
Tc by User
= 5.00 min
Asc/Rec limb fact
= 1/1
1-Year, 24-Hour Pre -Developed
Hyd. No. 5 -- 1 Year
1 2 3 4 5 6 7
Hyd No. 5
Q (cfs)
2.00
1.00
`0.00
8 9 10
Time (min)
NOV 1 5 2011

`a
Hydrograph Report
HydraFlow Hydrographs Extension for AutoCAD® Civil 3Da 2009 by Autodesk, Inc. v6.066
Tuesday, Nov 1, 2011
Hyd. No. 6
1-Year, 24-Hour Post -Developed
Hydrograph type = Rational
Peak discharge
= 4.048 cfs
Storm frequency = 1 yrs
Time to peak
= 5 min
Time interval = 1 min
Hyd. volume
= 1,214 cuft
Drainage area = 1.030 ac
Runoff coeff.
= 0.8
Intensity = 4.912 in/hr
Tc by User
= 5.00 min
IDF Curve = RockyMount.IDF
Asc/Rec limb fact
= 1/1
Q (Cfs)
5.00
4.00
3.00
2.00
1.00
0.00
0 1
Hyd No. 6
1-Year, 24-Hour Post -Developed
Hyd. No. 6 -- 1 Year
2 3 4 5 6 7 8
Q (Cfs)
5.00
�'
3.00
2.00
1.00
N 0.00
9 10
Time (min)
NOV 1 5 2011

Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCAD® Civil 3002009 by Autodesk, Inc. v6.066
Hyd. No. 7
1-Year Thru Pond
Hydrograph type =
Reservoir
Storm frequency =
1 yrs
Time interval =
1 min
Inflow hyd. No. =
6 - 1-Year, 24-Hour Post -Developed
Reservoir name =
BMP Pond
Storage Indication method used.
Q (cfs)
5.00
• ee
3.00
2.00
1.00
0.00
0 300
Hyd No. 7
1-Year Thru Pond
Hyd. No. 7 -- 1 Year
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Tuesday, Nov 1, 2011
= 0.012 cfs
= 10 min
= 1,055 cuft
= 45.26 ft
= 1,210 cuft
600 900 1200 1500 1800 2100 2400 2700
— Hyd No. 6 !'i Total storage used = 1,210 cuft
NOV 1 5 2011
BiY:
Q (cfs)
5.00
4.00
3.00
2.00
1.00
—1 0.00
3000
Time (min

Hydrograph Report
0
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 =
2 min
Drainage area =
1.030 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
6.90 in
Storm duration =
24 hrs
0 (cfs)
4.00
3.00
2.00
1.00
BMP Pre -Developed
Hyd. No. 1 -- 10 Year
120 240 360 480 600 720 840 960
Hyd No. 1
Tuesday, Nov 1, 2011
Peak discharge = 3.701 cfs
Time to peak =
722 min
Hyd. volume =
9,767 cuft
Curve number =
60
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.00 min
Distribution =
Type II
Shape factor =
484
Q (cfs)
4.00
3.00
2.00
1.00
0.00
1080 1200 1320 1440 1560
Time (min)
RECu.
NOV 1 5 Z011
13Y:

Hydrograph Report
10
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 =
2 min
Drainage area =
1.030 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
6.90 in
Storm duration =
24 hrs
BMP Post -Developed
Tuesday, Nov 1, 2011
Peak discharge = 9.011 cfs
Time to peak =
716 min
Hyd. volume =
19,666 cuft
Curve number =
89
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)
10.00
10.00
8.00
8.00
6.00
6.00
4.00
4.00
2.00
2.00
0.00
0.00
0 120
Hyd No. 2
240 360 480 600 720 840 960
1080 1200
Time (min)
NOV 1 5 2011

11
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31D® 2009 by Autodesk, Inc. v6.066
Tuesday, Nov 1, 2011
Hyd. No. 3
Post Through Pond
Hydrograph type =
Reservoir
Peak discharge
= 0.432 cfs
Storm frequency =
10 yrs
Time to peak
= 776 min
Time interval =
2 min
Hyd. volume
= 16,414 cuft
Inflow hyd. No. =
2 - BMP Post -Developed
Max. Elevation
= 47.08 ft
Reservoir name =
BMP Pond
Max. Storage
= 12,669 cuft
Storage Indication method used
Q (cfs)
10.00
: Ms
Um
4.00
1
0.00 —M
0 600
Hyd No. 3
Post Through Pond
Hyd. No. 3 -- 10 Year
1200 1800 2400
— Hyd No. 2
Q (cfs)
10.00
11151158TIM
2.00
0.00
3000 3600 4200 4800 5400 6000
Time (min
Total storage used = 12,669 c�uft� T
Nov 1 5 2011
s'-:

Hydrograph
Report
15
Hydraflow Hydrographs Extension for AutoCADa) Civil 3130 2009 by Autodesk, Inc. v6.066
Tuesday, Nov 1, 2011
Hyd. No. 1
BMP Pre -Developed
Hydrograph type
= SCS Runoff
Peak discharge =
7.249 cfs
Storm frequency
= 50 yrs
Time to peak =
720 min
Time interval
= 2 min
Hyd. volume =
18,825 cuft
Drainage area
= 1.030 ac
Curve number =
60
Basin Slope
= 0.0 %
Hydraulic length =
Oft
Tc method
= USER
Time of conc. (Tc) =
10.00 min
Total precip.
= 9.98 in
Distribution =
Type II
Storm duration
= 24 hrs
Shape factor =
484
BMP Pre -Developed
Q (cfs) Hyd. No. 1 -- 50 Year Q (cfs)
8.00
8.00
6.00
6.00
4.00
4.00
2.00
2.00
000
nnn
0
120 240 360 480 600 720 840 960
Hyd No. 1
1080 1200 1320 1440 1560
Time (min)
NOV 1 5 2011

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil KM 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
50 yrs
Time interval =
2 min
Drainage area =
1.030 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
9.98 in
Storm duration =
24 hrs
Q (cfs)
14.00
12.00
10.00
M
.fing
KI
2.00
BMP Post -Developed
Hyd. No. 2 -- 50 Year
Tuesday, Nov 1, 2011
Peak discharge = 13.49 cfs
Time to peak =
716 min
Hyd. volume =
30,272 cuft
Curve number =
89
Hydraulic length =
0 ft
Time of conc. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
0.00 ' __
0 120 240 360 480 600 720 840 960
Hyd No. 2
Q (Cfs)
14.00
12.00
10.00
Me,
. II
4.00
2.00
--T-- ' 0.00
1080 1200
r� Time (min)
F'.
NOV 1 5 2011

Hydrograph Report
17
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Pond
Hydrograph type =
Reservoir
Storm frequency =
50 yrs
Time interval =
2 min
Inflow hyd. No. =
2 - BMP Post -Developed
Reservoir name =
BMP Pond
Storage Indication method used.
Post Through Pond
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Tuesday, Nov 1, 2011
= 5.445 cfs
= 722 min
= 26,961 cuft
= 47.54 ft
= 16,169 cuft
Q (cfs) Hyd. No. 3 -- 50 Year Q (cfs)
14.00
14.00
12.00
12.00
10.00
10.00
8.00
8.00
6.00
6.00
4.00
4.00
2.00
2.00
nnn
nnn
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
— Hyd No. 3 —HTime (min)
yd No. 2 _�nil_Iri2 it Total storage used = 16,169 cult j1
NOV 1 5 2011
g3Y:—___

EROSION CONTROL CALCULATIONS
NOV 1 5 2011

EROSION CONTROL CALCS (RIP -RAP CALCULATIONS)
Project Information
Project Name: Dollar General - Sneads Ferry
Project #:
Designed by: Date:
Revised by: Date:
Checked by: Date:
Rip -Rap Apron #1
Pipe Diameter
d=
18
Pipe Slope
s=
0.5
Manning's number
n=
0.013
Flow
Q=
2.26 cfs
Velocity
V =
4.77 Ns
Dissipater Dimensions
All units are in feet
Dissipator pad designed for full Bow of pipe
4.
Zone =
Stone Filling Class =
Entry Width ( 3 X Do) =
Length (6 X Do) =
Width (La + Do) =
Min. Thickness =
Min. Stone Diameter-
B
P]
4.5 ft
9.0 It
10.5 ft
22 inches
6 inches
RIP-RAP.xls
11f2/2011 NOV 1 5 2011
BY:
Page 1 of 4

Rip -Rap Apron #2
Pipe Diameter
d= Flume
Pipe Slope
s=
Manning's number
n=
Flow
Q=
Velocity
V =
Dissipator DimensionsZone =
Stone Filling Class =
Entry Width ( 3 X Do ) =
Length ( 6 X Do) =
Width (La + Do) =
Min. Thickness =
Min. Stone Diameter-
1
4.0
1
in
%
0.013
3.02 cfs
4.80 f /s
2
B
4.0 ft
5.0 ft
4.0 It
22 inches
6 inches
All units are in feet
Dissipator pad designed for full flow of pipe
BY:-
1 5 2011
B ji _
RIP-RAP.xls 11/2/2011 Page 2 of 4

Rip -Rap Apron #3
Pipe Diameter
d=
18 in
Pipe Slope
s=
0.41
Manning's number
n=
0.013
Flow
Q=
0.336 cfs
Velocity
V =
4.80 ft/s
Dissipator Dimensions'
Zone =
Stone Filling Class =
Entry Width ( 3 X An ) =
Length (6 XA0)=
Width (La +Ao) =
Min. Thickness =
Min. Stone Diameter-
4.
2
B
4.5 ft
9.0 ft
10.5 ft
22 inches
6 inches
'All units are in feet
Dissipator pad designed for full Bow of pipe
NOV 1 5 2011
BY:
RIP-RAP.xls 11/2/2011 Page 3 of 4

Rip -Rap Apron #4
RIP-RAP.xls
Pipe Diameter d= Flume
Pipe Slope s=
Manning's number n=
Flow Q=
Velocity V =
Dissipator DimensionsZone =
Stone Filling Class =
Entry Width (3 X AO) _
Length ( 6 X Ao) _
Width (La + N) _
Min. Thickness =
Min. Stone Diameter=
4
B
in
1
0.013
0.336 cfs
4.80 ft/s
ra
4.0 ft
5.0 ft
4.0 ft
22 inches
6 inches
All units are in feet
Dissipator pad designed for full flow of pipe
11f2/2011 LNOV
Page 4 of 4

EROSION CONTROL CALCS (SKIMMER BASINS)
Project Information
Project Name:
Dollar General
- Sneads Ferry
Project #:
Designed by:
Date:
Revised by.
Date:
Checked by:
Date:
Skimmer Basin
Drainage Area
Total, Ar=
(i AC
Disturbed, Ae=
095 Ac
10.year Runoff (010)
C=
0.50
Tc=
5.00 min
io=
7,20 inhr
Cie=
3.4 cfs
Surface Area Required
SA=
435sf x Die
SA=
1.488 at
Volume Required
Va =
3600 di x Ae
Va=
3,420 cf
Sediment Trap Dimensions
L=
68 8 (spillway Lergth)
W =
34 it (Spit eir, Width)
D =
2,0 it (Depth of Storage)
Side Slopes =
2 :1
Lao=
76 it
Lei60
ifW
W.=
42 it
Lam=
Wm=
26 it
LAN Ratio=
2.0 :1 (must be 2:1 to 6:1)
Elevations
Desaiollon
Elevation
Top of Bonn
48 00 (allow ID heeboard above spillway flow height)
Emergency Spillway
47.50
Sediment Storage
47.00
Cleanest Mark
46.M (half of storage height)
Bottom
45.00
provided
SAe=
2,312 sf > 1,488
Ve=
3.872.0 cf > 3,420
Emergency Spillway- 10
year Storm
ha =
8.00
Qio=
3.80 cis
h=
0.5it
C. =
3
Li
4 It
Nov 1 5 2011
BY:

Calculate Skimmer Size
Basin Volume in Cubic Feet 3,872 Cu.Ft Skimmer Size 1.5 Inch
3 Days Orifice Radius Days to Drain* 0.7 Inch[es]
'In NC assume 3 days to drain Orifice Diameter 11r3 Inch[es]
Estimate Volume of Basin Length Width
I ; �
Top of water surface in feet �11681'1,,,, E34:]Feet VOLUME 3672Cu. Ft.
Bottom dimensions in feet 601 261 Feet
Depth in feet 1 *21 Feet
F-
NOV 1 5 2011

n...v,s,..,.faos�..a Es (vu—imll� .wlfo ar.
WfCI!VNC FCi Np_
OX SIP1i X ... .. OSIPIiOMMFOM PYX PF1 FSIW FPEG-p11EXCl'
HVpMULIUC RESULTS
.F-s IX.vu. �w.�.w e.. w.l Xw.t osnr-a msl
� po v.Ae M. awery opal
so na �
s.oaao
xnwmw
-Fefv,-i"t') I i411 -#
NOV 1 5 2011
BY:_

NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
NORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
USER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
********#*hh#h#h**********#hh#*#hh###**#********kkk****##h#h#*k**##*h**##h***
PROJECT NAME:
COMPUTED BY:
FROM STATION/REACH:
DRAINAGE AREA:
PROJECT NO.:
DATE: 11 /14/2011
TO STATION/REACH:
DESIGN FREQUENCY:
INPUT PARAMETERS
Channel Discharge : 1.0 cfs (.03 m^3/s)
Peak Flow Period : 6 hours
Channel Slope : 0.005 ft/ft (0.005 m/m)
Channel Bottom Width
Left Side Slope : 2:
Right Side Slope : 2
2.0 ft (.61 m)
Channel Lining : DS75 Staple D
Fermi. Shear(Tp) :1.55 psf (74.2 Pa)
Phase = 0
CALCULATIONS
Initial Depth Estimate = 0.16 * (1.0 /(0.005^0.5))^0.375 = 0.43 ft (.13 m)
Final Channel Depth (after 7 iterations) = .41 ft (0.13 m)
Flow Area = (2.0 * 0.4)+(0.5 *0.41 ^2 * (2.0+2.0)) = 1.2 sq.ft (0.1 m^2)
Wet Per. =2.0 +(0.4*(((2.OA2)+1)A.5 +((2.OA2)+1)A.5)) = 3.8 ft (1.2 m)
Hydraulic Radius = (1.2 / 3.8) = 0.3 ft (0.1 m)
Channel Velocity=(1.486/0.055)*(0.3^0.667)*(0.005A.5) = 0.9 fps (0.3 m/s)
Channel Effective Manning's Roughness = 0.055
Calculated Shear (Td) = 62.4 * 0.41 * 0.005 = 0.13 psf (6.1 Pa)
Safety Factor = (Tp/Td) = (1.55 /0.13) = 12.07
NOV 1 5 2011
By:

ort xaic axo
xo�nIT xw,< w osrsp.avn
s.vv..v
UNER RrSULTS
/cgyW�% �;{ z
9�b MiSvan
NOV 1 5 Z011

Tmf ),Y-4Y-y b,,-�k �z
NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
NORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
USER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
#++#**+######+++####*k**k***kk+#+###kk*****kkkkkkkk#**#++++#+++kk***k***k****
PROJECT NAME:
COMPUTED BY:
FROM STATION/REACH:
DRAINAGE AREA:
PROJECT NO.:
DATE: .11/14/2011
TO STATION/REACH:
DESIGN FREQUENCY:
INPUT PARAMETERS
Channel Discharge : 3.0 cfs (.08 m^3/s)
Peak Flow Period : 6 hours
Channel Slope : 0.005 ft/ft (0.005 m/m)
Channel Bottom Width: 2.0 ft (.61 m)
Left Side Slope : 2:1
Right Side Slope : 2:1
Channel Lining : DS75 Staple D
Permi. Shear(Tp) :1.55 psf (74.2 Pa)
Phase = 0
CALCULATIONS
Initial Depth Estimate = 0.16 * (3.0 /(0.005^0.5))^0.375 = 0.65 ft (.20 m)
Final Channel Depth (after 6 iterations) _ .7 ft (0.21 m)
Flow Area = (2.0 * 0.7)+(0.5 *0.70^2 * (2.0+2.0)) = 2.4 sq.ft (0.2 m^2)
Wet Per. =2.0 +(0.7*(((2.OA2)+1)A.5 +((2.OA2)+1)A.5)) = 5.1 ft (1.6 m)
Hydraulic Radius = (2.4 / 5.1) = 0.5 ft (0.1 m)
Channel Velocity=(1.486/0.050)*(0.5^0.667)*(0.005A.5) = 1.3 fps (0.4 m/s)
Channel Effective Manning's Roughness = 0.050
Calculated Shear (Td) = 62.4 * 0.70 * 0.005 = 0.22 psf (10.5 Pa)
Safety Factor = (Tp/Td) _ (1.55 /0.22) = 7.07
NOV 1 5 2011
Rig:

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EROSION
h- I1
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_
PDIYL�LA UYtl61L. N IX01 il:U-L lU➢P l'XWYAY �' - �
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S; (j F.7ce fl(4e

-!� S- i�ii�
For
,�;�A North Carolina Department of Environment and
•1 Natural Resources
NCDENR Request for Express Permit Review
Revie G'R 4L �}�
bmiC 1
Tme
coolimn
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
i U f
• Asheville Region -Alison Davidson 828.196.4698;alison.davidson(@,ncdenrEnter Related SW T Ugov permits of request
• Fayetteville or Raleigh Region -David Lee 919-791-4203; daviddee(aDncdenrgov
• Mooresville & -Patrick Grogan 704-663.3772 orpatrlck.grogan(@_ncdencpov SW IS o f ) (P
• Washington Region -Lyn Hardison 252-946.9215 or lvn.hardison(olncdenr.gov SW
• Wilmington Region -Janet Russell 910-350-2004 orianet.russell(&.ncdenrgov SW
NOTE: Project application received after 12 noon will be stamped in the following work day. SW
Project Name: DOLLAR GENERAL County: ONSLOW
Applicant: GEORGE VENTERS . Company: GLANDON FOREST EQUITY. LLC
Address: 3900 MERTON DRIVE, SUITE 210 City: RALEIGH , State: NC Zip: 27609-_
Phone: [phone], Fax: [phone], Email: va [e-mail]
Physical Location:NC HWY 172
Project Drains into SA waters— Water classification SA H W (for classification see-http:/Ih2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within % mile and draining to class SA waters Y or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: MATT LOWDER Company: TRIANGLE SITE DESIGN. PLLC r1Z,,�'�+ IVEi
Address: 4006 BARRETT DRIVE, SUITE 203 City: RALEIGH, State: NC Zip: 27609
Phone: [phone], Fax:[phone], Email: [e-mail] I NOV 0 3 2011
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please allach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 10 Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit 4)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1_4 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
For DEN use
Fee Split for multiple permits: (Check# 1
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
I$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
Los
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

r
Stormwater Narrative
Dollar General
NC Hwy 172
Town of Sneads Ferry
Onslow County, NC
Parcel ID: 765-65.5
Property Identification # (PIN): 427901350679
Site Information:
Total Site Area =
2.097ac
Disturbed Area =
1.39ac
Wetland:
existing wetlands on site (delineation approved by USACOE)
Developer =
Glandon Forest Equity, LLC
George Venters
3900 Merton Drive, Suite 210
Raleigh, NC 27609
919-459-2602
Owner =
Current Property Owner Property Owner at Time of Construction
TLAEC, LLC Glandon Forest Equity, LLC
3124 Lantern Way George Venters
Wilmington, NC 28409 3900 Merton Drive, Suite 210
Raleigh, NC 27609
919-459-2602
Engineer =
Triangle Site Design, PLLC
Matt Lowder, PE
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
919-553-6570
Development Plan:
The proposed development will consists of a Dollar General retail store.
A stormwater wet pond 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 existing wetlands 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 service connection to
the Pluris, LLC Sanitary Sewer system
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.

NOV 0 3 2011
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Stormwater Information:
River Basin: White Oak
Stream Classification: SA; HQW
Stream: Drains to Everett Creek
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:
91,367sf
30,521sf
3,940sf
56,906sf (1.307ac)
34,312sf (60.2% of Total Project Area)
(37.5% of Total Property Area)
57,055sf (62.5% of Total Property Area)
Proposed Treatment Measures: BMP Wet Pond (Designed for 90% TSS) with level spreader and
vegetative filter strip because site is within SA waters.
Will all built -upon areas be collected: The proposed buildings and parking lots will drain to the
BMP wet pond. 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 US Hwy 172
Soils Evaluation:
Infiltration Rate: 0.5" per hour
SHWT: <12" Below Surface (existing surface elevation = 46.0t;
therefore SHWT = 45.Ot)
PPE: 45.0
Site Evaluation Date: Oct. 3, 2011

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Hydrologic Soil Group-0nslow County, North Carolina
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Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/1/2011
Page 1 of 3

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EFFECTIVE DATE MAP NUMBER
NOVEMBER 3 2005 3720427900J
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