SW8140604_HISTORICAL FILE_20140804

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201L1 0 `6 O`j
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 4, 2014
Brian R Clodfelter Manager
Par 3 Development Group LLC
2860 B NC Hwy #5
Aberdeen, NC 28315
Subject State Stormwater Management Permit No SWS 140604
Dollar General - Longwood
High Density Commercial Wet Detention Pond Project
Brunswick County
Dear Mr Clodfelter
John E Skvada III
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Dollar General
Longwood on July 24, 2014 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 S W8 140604 dated August 4, 2014, for the construction operation and maintenance of the BMP s and
built -upon areas associated with the subject project
This permit shall be effective from the date of issuance until August 4 2022, and shall be subject to the conditions and
limitations as specified therein Please pay special attention to the conditions listed in this permit regarding the Operation
and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changing ownership, transferring the permit,
and renewing the permit Failure to establish an adequate system for operation and maintenance of the stormwater
management system to record deed restrictions, to transfer the permit or to renew the permit will result in future
compliance problems
If any parts requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The written petition
must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within thirty (30)
days of receipt of this permit You should contact the OAH with all questions regardmg the filing fee (if a filing fee is
required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699 6714, or via telephone at
919431-3000 or visit their website at www NCOAH com Unless such demands are made this permit shall be final and
binding
If you have any questions or need additional information concerning this matter please contact Steve Posey in the
Wilmington Regional Office at [phone]
Sincerely,
OTra �
For Tracy Davis P E ,Directoo r
Division of Energy, Mineral and Land Resources
GDS/ sgp G \WQ\Shared\Stormwater\Permits & Projects\2014U40604 HD\2014 08 permit 140604
cc Phil Norris PE — Norris & Tunstall Consulting Engineers, P C
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Division of Energy Mineral and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Dnve Extension Wilmington North Carolina 28405 [phone] / Fax [phone]

State Stormwater Management Systems
Permit No SW8 140604
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Par 3 Development Group, LLC
Dollar General - Longwood
2081 Longwood Road, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter 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 and
considered a part of this permit
This permit shall be effective from the date of issuance until August 4, 2022, 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 16 of this permit The stormwater control has been designed
to handle the runoff from a total of 40,000 square feet of impervious area
3 The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans The built -upon area for the future development is limited to 5,345
square feet, which is included in the total
4 No surface waters have been identified within or near the property If surface waters
are subsequently identified on or near the area permitted under Session Law 2008-
211, it will be necessary to provide a 50' wide vegetative buffer measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of
each side of streams and rivers and the mean high water line of tidal waters
5 The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 140604
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition
e
f
h
k
I
m
n
Drainage Area, acres
Onsite, ft
Offsite, ft2
Total Impervious S2urfaces, ft2
Buildings, It
Parking ft 2
Sidewalk, ft
Future, ft
Offsite, ft2
Design Storm, inches
Average Pond Design Depth, feet
TSS removal efficiency
Permanent Pool Elevation, FMS�
Permanent Pool Surface Area, ft
Permitted Storage Volume, ft
Temporary Storage Elevation, FMSL
Pre-dev 1 yr-24 hr discharge rate, cfs
Controlling Orifice
Orifice flowrate, cfs
Permitted Forebay Volume ft3
Fountain Horsepower
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
II SCHEDULE OF COMPLIANCE
1 113
48,500
0
40,000
9,100
22 380
3,175
5 345
0
1 5'
30
90%
440
6,107
5,235 at temporary pool elev
447
04
1 0 0 pipe
001
3 932
N/A (PPV <30000 cf)
Sappio Creek / Swamp / Lumber
15-20
"C, Sw"
1 The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately
3 The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals
4 Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR The records will indicate the date, activity, name of
person performing the work and what actions were taken
5 Decorative spray fountains will not be allowed in the stormwater treatment system
because the permanent pool volume (PPV) is less than 30,000 cubic feet
6 The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation Any deviations from the approved plans and
specifications must be noted on the Certification A modification may be required for
those deviations
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 140604
8 If the stormwater system is 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 All stormwater collection and treatment systems must be located in public rights -of -
way, dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such rights -of -way common areas and easements, in
accordance with the approved plans Access to the stormwater facilities for inspection
and maintenance shall be maintained via appropriate recorded easements at all
times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area details, etc
b 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 future BUA listed on the application
11 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
12 Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times
III GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
storrmwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21
2 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
3 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 140604
4 This permit is not transferable to any person or entity except after notice to and
approval by the Director The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form to the Division at least 60 days prior to any one or more of the
following events
a An ownership change including the subdivision, sale or conveyance of the project
area in whole or in part,
b The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association subject to the requirements of Session Law 2011-256
c Bankruptcy,
d Foreclosure,
e Dissolution of the partnership or corporate entity,
f A name change of the current permittee,
g A name change of the project,
h A mailing address change of the permittee
The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request
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
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
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
The permittee shall submit a permit renewal application request at least 180 days
prior to the expiration date of this permit The renewal request must include the
appropriate application, documentation and the processing fee
Permit issued this the 4t" day of August, 2014
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�n i racy Craws, r t , uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

' DEMLR USE ONLY
Date ecery
Fee Pa
Permit Nu ber
D Ov
AppricAble R es ❑ Coastal SW -1995 ❑ Coastal W - 2008 ❑ Ph 11 Post Constructiofi
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan
State of North Carolina NT /htoi
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Thus fora 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 Longwood
2 Location of Project (street address)
City Longwood County Bruns" ick Zip 28452
3 Directions to project (from nearest major intersection)
Approximately 350 feet Southeast of the intersection of Etherridge Road (SR 1308) and Longwood Road NW
4 Latitude 34* 00 08 N Longitude 78' 32 31 W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify v%hether project is (check one) ®New ❑Modification ❑ Rene" at yN / Modificahont
t Renewals with niodnfncations also requires SWU 702 - Renewal Application Form
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 kno" n) and the status of
construction ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer s certification
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drams to an Offsnte Stormwater System ❑Other
3 if this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned and the previous name of the project if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623 6748)
❑CAMA Major ®Sedimentation/Erosion Control 2 ac of Disturbed Area
❑NPDES Industrial Stormy, ater ❑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
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes see S L 2012-200 Part VI http-]/portal ncdenr org/web/lr/rules-and regulations
EceivE
JUN 13 2014
BY
Form SWU 101 Version Oct 31 2013 Page 1 of 6

III, CONTACT INFORMATION
1 a Print Applicant / Signing Official s name and title (specifically the developer property owner, lessee
designated government official, individual etc who owns the rp olect)
Applicant/Organization Par 3 Development Group LLC
Signing Official & Title Brian R Clodfelter, Manager
b Contact information for person listed in item la above
Street Address 2860-B NC Hwy#5
City Aberdeen State NC Zip 28315
Mailing Address (if applicable)
City
State
Zip
Phone (910 ) 944-0881 Fax (910 ) 9440882
Email bclodfelter@rhetsoncos com
c Please check the appropriate box 7 he 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 belon, if you are the lessee purchaser or developer (This is the
person i1 ho owns the property that the project is located on)
Property Owner/ Organization See Attached Listing
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City
Phone ( )
Email
State
State
Fax
Zip
Zip
3 a (Optional) Print the name and title of another contact such as the project s construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization
Signing Official & Fitle
b Contact information for person listed in item 3a above
Mailing Address
City
Phone
Email
State Zip
Fax
4 Local jurisdiction for building permits Brunswick County
Point of Contact
Phone #
ECEB�✓E
JUN 1 3 2014
BY
Form SWU 101 Vc,rsion Oct 31 2013 PiV 2 of 6

Id PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
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 Lumber River basin
4 Total Property Area 2 04 acres
Total Coastal Wetlands Area 0 acres
Total Surface Water Area 0 acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area' 2 04 acres
Total project area shall be calculated to exclude thefollowing the normal yool of im ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands landward of the NHW (or MHIM line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 45 01 %
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use 1 for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Scippio Creek/
Swam
Stream Class
C Sw
Stream Index Number *
15-20
Total Drainage Area (so
48,500
On -site Drainage Area (so
48,500
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
40,000
% Impervious Area** total
8247
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
9,100
On -site Streets (so
0
On -site Parking (so
22,380
On -site Sidewalks (sf)
3,175
Other on -site (so
0
Future (so
- s
Q-
Off-site (sf)
0
-4-1
`
Existing BUA*** (so
0
Total (sf)
40 000
* Stream Class and Index Number can be determined at littp //aortal ncdei!gigQfweb/wq/ps/csu/clagfications
** Impervious area is defined as the built upon area including but not limited to bud ings, roa s p ng areas
sidewalks gravel areas, etc
Form SWU-101 Version Oct 31 2013 Page 3 of 6

11, How was the off site impervious area listed above determined? Provide documentation N/A
Projects in Union County Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA 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 htto / / aortal ncdenrorq/web/wo/ws/su/bmo manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR) A complete package includes all of the items listed below A detailed application
instruction sheet and BMP checklists are available from
http / /portal ncdenrorg/web/wq/ws/su/statesw/forms-docs The complete application package should be
submitted to the appropriate DEMLR Office (The appropriate office maybe found by locating project on the
interactive online map athttp / /portal ncdenr org/web/wq/ws/so/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
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review refer to
httI"ww envhelp org pages/ onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting )
5 A detailed narrative (one to two pages) describing the stormwater treatment/ management for
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Ih mile of the site boundary include the'h
mile radiusthe map
7 Sealeddsigned
and dated calculations (one copy)
8 Two sets of plans folded to 8 5 x 14 (sealed signed & dated) including
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers the MHW or NHW line of tidal
waters and any coastal wetlands landward of the MHW or NHW lines
• Delineate the vegetated buffer landward from the normal pool elevationofimpor�gd'�
structures the banks of streams or rivers, and the MHW or NHW o ��� e
i Dimensioned property/project boundary with bearings & distances
I Site Layout with all BUA identified and dimensioned �U� 1 3 20�
k Existing contours proposed contours spot elevations finished floor elev 1 ns
1 Details of roads, drainage features, collection systems, and stormwater co of measures
in Wetlands delineated, or a note on the plans that none exist (Must be delis ted-ky-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)
Norm S WU 101 Version Oct 31 2013 Page 4 of 6

Copy of any applicable sods report i% ith the associated SHW r elevations (Please identify Z _
elevations in addition to depths) as w ell as a map of the boring locations with the existing
elevations and boring logs Include an 8 5 xll copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the sod type expected infiltration rate and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DEMLR to verify the SHWT prior
to submittal [phone])
10
11
A copy of the most current property deed Deed book see attached Page No
For corporations and limited liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation A hick supports the titles and positions held
by the persons listed in Contact Information item la, 2a and / or 3a per 15A NCAC 2H 1003(e)
I he corporition or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http / /www secretary state nc us/Corporations/CSearch aspxx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions outparcels and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BOA 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/Ir/state
stormwater forms does Download the latest versions for each submittal
In the instances where the applicant is different thin the property owner it is the responsibility of the property
oia ner 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 DEMLR, and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer I Phillip Norris, P E
Consulting Firm Norris & I unstall Consulting Engineers, P C
Mailing Address 1127 Floral Parkway, Suite 400
Cit) Wilmington State NC Zip 28403
Phone (910 ) 2875900
Email pnorris@ntengineers com
Fax (910 ) 287-5902
IX PROPERTY OWNER AUTHORIZATION (if Contact Information item 2 has been filled out complete this
section)
I (print or type name of person listed in Contact Information item 2a) SEE ATTACHED certify that I
oil n the property identified in this permit application and thus give permission to (print or type name ofperson
listed in Contact Information itein la) with (print or type name oforganizahon listed in
Contact Information item la) to develop the project as currently proposed A copy of
the lease agreement or pending property sales contrict has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
ECEIVE
JUN 13 2014
BY
Form SWU 101 Version Oct 11 2013 Pige 5 of 6

As the legal property owner I acknowledge understand and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement or pending sale responsibility for compliance with the DEMLR Storrmti ater permit reverts back
to me, the property owner As the property owner it is my responsibility to notify DEMLR immediately and
submit a completed Name/ Ownership Change Form within 30 days, otherwise 1 will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
Na ithout 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
a Notary Public for the State of , County of
, do hereby certify that
before me this _ day of
personally appeared
, and acknowledge the due execution of the application for
a stormiater permit Witness my hand and official seal
SEAL
My commission
X APPLICANT'S CERTIFICATION
1, (print or type nmrie of person listed in Contact Information
certify that the information me d on this permit ap
that the project "ill be consttp
d inc formance ith
and protective covenants e reco ed
applicable stormw r under ] A NCA 1000
Signature
item 1a) Brian R Clod/elter
f
orm is, to the best of my knowledge, correct and de approved plans that the required deed restrictions
dosed project complies %N dh the requirements of the
an any other applicable state stormwater requirements
Date tp/ a) /y
IRN TSC//J/Z a Notary Public for the State of i County of
do hereby certify that & L-a'd . LI / v� t� personally appeared
before me thislo4ay of �L,4'no . dypt4 , and
a stormwater permit Witness my hand and official seal .
the due execution of the application for
O ORPH T SCyFq
` �0 1p
SEAL z O Notary Public
Moore County
My
ECEIVE
JUN 13 2014
BY
Form SWU 101 Version Oct 31 2013 Page 6 of 6

Afrlildt,�
Dollar General — Longwood
Landowners of Record
Parcel 178CA013
Name LSB Properties, Inc
Mailing PO Box 867
Lexington, NC 27293
Deed Book No 3493
Page No 1031
Street address and Phone No — Unknown
Parcel 178CA014
Name Bland, William H Etux Gloria
Mailing PO Box 1445
Shallotte, NC 28459
Deed Book No 2829
Page No 0572
Street address and Phone No — Unknown
Parcel 178CA01401
Name Bland, Cecil G
St & Mailing 1753 Shallotte inlet Dr
Shallotte, NC 28470
Deed Book No 0400
Page No 0609
Phone No - Unknown
rJ
CEIIWEUN 1 3 2014
BY

Pusey, Steven
From Phil Norris <pnorris@ntengineers com>
Sent Monday August 04 2014 10 29 AM
To Pusey Steven
Subject Re Dollar General -Longwood
Steve, you are correct By this email we authorize you to make the change to 5345 sf for the future allocation
on both the application and site data table Thank you We will make the changes in the system
Phil
Sent from my iPhone
On Aug 4, 2014, at 10 05 AM, "Pusey, Steven" <steven pusey a,ncdenr gov> wrote
Phil,
In order to make the numbers add up to 40,000 sf total impervious area you may want to change the
future amount to 5,345 sf instead of 5,045 sf Please confirm and I will change the application with
initials and issue the permit
Thanks,
Steve
From Phil Norris [mailto pnorns(olntengineers com]
Sent Saturday, August 02, 2014 8 31 AM
To Pusey, Steven
Subject Re Dollar General Longwood
Thanks Steve
Phil Norris
Sent from my iPhone
On Aug 1, 2014, at 4 19 PM, 'Pusey, Steven" <steven pusey a ncdenr uov> wrote
Okay Thanks for the information We should be able to go forward with the permit
next week
Steve Pusey
DEMLR
From Rich [mailto nch(ftar5development com]
Sent Friday, August 01, 2014 2 37 PM
To Pusey, Steven
Cc jblandCalntenorneers com, Phillip Norris J
Subject Re Dollar General - Longwood

Steven,
Attached are the 3 sales agreements for the 3 lots making up this plan You will
also notice I blacked out the purchase price and they include the most important
pages for your propose, pg's 1,2,6 The black out was to make me feel better I
guess because they bleed through any way, but hey I tried We do not care if you
know how much we paid
Please let me know if you need any more than this and thanks for your assistance
through this process
Rich
Regards
Rich Smith - LandDevelopment Mgr
O - 910-944-0881
C - 910-638-9040
rich[c)par5development com
On Aug 1, 2014, at 1 58 PM, Posey, Steven <steven pusey a,ncdenr gov> wrote
I think a scanned copy would be okay if it's not too many pages Otherwise you can
mail it to my attention at the following address
Steve Posey
DEMLR —DENR
127 Cardinal Drive Ext
Wilmington, NC 28405
Thanks,
Steve
From Rich [mailto rich 5par5development com]
Sent Friday, August 01, 2014 1 50 PM
To Ibland(c ntengineers com
Cc Posey, Steven, Phillip Norris J
Subjiect Re Dollar General - Longwood
Jody,

I can and would be glad to I can scan it to Steve today if that is acceptable, or if
the hard copy is needed tell me where to send
Rich
Regards
Rich Smith - LandDevelopment Mgr
O - 910-944-0881
C - 910-638-9040
rlch(ftar5development corn
<image001 png>
On Aug 1, 2014, at 10 47 AM, Jody Bland <Ibland a ntengineers com> wrote
Rich,
Can you provide the requested sales agreement that Mr Pusey requests below? This is
the last item of need prior to NCDENR storm water permit issuance
Thanks Steve for the quick response)
Thanks,
Jody Bland, P E
Norris & Tunstall Consulting Engineers, P C
Brunswick Office - 910-287-9900
Wilmington Office - 910-343-9653
Mobile - 910-512-8148
It is the professional opinion of Norris & Tunstall Consulting Engineers P C and Norris
Kuske & Tunstall Consulting Engineers Inc that this electronic information provides
design information current as of the date of its release It shall be the responsibility of the
party receiving the data to examine it to see that it contains the necessary files and
information requested In transferring the files in electronic media format Norris &
Tunstall Consulting Engineers P C and Norris Kuske & Tunstall Consulting Engineers
Inc makes no representations as to the usability or readability of documents resulting
from the use of software application packages operating systems or computer hardware
differing from those used by Norris & Tunstall Consulting Engineers P C and Norris
Kuske & Tunstall Consulting Engineers Inc in the preparation of such data
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed
This communication may contain information that is proprietary privileged confidential or
otherwise legally exempt from disclosure If you are not the named addressee you are
not authorized to read print retain copy or disseminate this message or any part of it

If you have received this message in error please notify the sender immediately either by
phone [phone]) or reply to this e-mail and delete all copies of this message
From Pusey, Steven [mailto steven ousevCabncdenr gov]
Sent Friday, August 01, 2014 10 41 AM
To Jody Bland
Cc Phillip Norris J
Subject RE Dollar General Longwood
Jody,
All I need now is a copy of the sales agreement between the current lot owner and Par3
Development Group We need this in order to verify that Par3 Development Group will
be the property owner in the future
Thanks,
Steve
From Jody Bland [mailto ibland(a)ntengineers com]
Sent Friday, August 01, 2014 9 48 AM
To Pusey, Steven
Cc 'Phillip Norris J '
Subject Dollar General - Longwood
Hi Steve
I hope this email finds you well I was Just checking on the status of the DG permit
review We responded to your few comments last week & were interested when/ if the
stormwater permit would be issued
Thanks,
Jody Bland, P E
Norris & Tunstall Consulting Engineers, P C
Brunswick Office - 910-287-5900
Wilmington Office - 910-343-9653
Mobile - 910-512-8148
It is the professional opinion of Norris & Tunstall Consulting Engineers P C and Norris
Kuske & Tunstall Consulting Engineers Inc that this electronic information provides
design information current as of the date of its release It shall be the responsibility of the
party receiving the data to examine it to see that it contains the necessary files and
information requested In transferring the files in electronic media format Norris &
Tunstall Consulting Engineers P C and Norris Kuske & Tunstall Consulting Engineers
Inc makes no representations as to the usability or readability of documents resulting
from the use of software application packages operating systems or computer hardware
differing from those used by Norris & Tunstall Consulting Engineers P C and Norris
Kuske & Tunstall Consulting Engineers Inc in the preparation of such data
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed
This communication may contain information that is proprietary privileged confidential or
otherwise legally exempt from disclosure If you are not the named addressee you are
not authorized to read print retain copy or disseminate this message or any part of it

iv"
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AGREEMENT FOR PURCHASEANDBALE OF REAL PROPERTY 1 a -
,.,
p ' �� Y yh! l� 4 f•_f ! t � ,u^ Yr � � (i t
S ♦ l lip t} xi
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REEMEHTrIncluding smry'xond;u0k0AAeMatioKeehad„hereto,;(ApreemanC);Ia+bySondrbeMroen PAR'J,r y 3
r EN (IA T Ril i UOUPt �� rOUP: O ('Buyer )1206" NC My VAbordeen.iNC and ).BB PROPERTIES, INCOPE�€ 1NCRTIES, INC. (saer)
T,a
I)INSMNRIOERATION OF,THE'MUTUALiPROM16EB BETRFORTHIHEREIN,ANDT VOHER GOOD AND• x �;
E•CONSIDCRATION THE' RECFJPTkAND,SUFFICIENCY.OF Vi'll 'ARErHERe 'ACKNOWLEDOEDt'µ
` rTHE PARTIES`HERETOAGREEAR FOL
_ Section 1' Towns and Definitions The
�argec`eM toeadh lam „ri'' ,, T
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3 ' U(a) "Property (Address)
P P9, j145 d"j 11 g1
��«bwn>Pmaeliol
(� R
� .r711'+IMe box�lataheolmd�`Prop—ei
`'�Inoorporaled I*iWth by leleren-co is If 1
,dt ledirros and opwittrances thereto and
a} 1
{F }�" (b k"Purohsaa PAao' 0
x -µ
-lq) Eameatmoney,
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- 'Uponlaceeplanee, ofihis
�� ��llsod�A1Y and�Fe `
payment ofrlhe'Pur
^ rr �. �y,&L%proWeb`ne of Seslbn B hal
} k i �yN R�, �A
®.fANYt(EARNEST MONEY/VE
_pINTEREBT BEARING'ACCOUNT
HOL06RON�COSIDERATION)O
RECORDOABSOCIATP.D(THER
Iq Proceeds of a new Lo
Mde4rwt to( I T 'A p'e%
_ xomourd, Buyer shelf pay, e
y 6 �N/At•; ' (Y�1DeeveryFol,a�pmmte
NM'Ddlerg being Pays
"socouod Intereal on the
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temp (bled below shall hawo ho reepoalwa men nlrig gNen them as set forth sa+ - A4. -,*y saS- d4 �,q'(G`�J�i o ncr7. �'t etS+ + _i S,gi sa r4,t a ., y-y4 d
anroi 20Ds Hlahem ftdl(lenawmd Road1.
7DcaQ1A - n r x k' 9xd5
(Yigehell'meap,lhalproporl`yrde"aalbeddon,ExhlWt��atleched hereto ondry ly
uhy eel faltrilcielmy logdher with ill buildings and Imprwarti
olfilpl nalpropttrry Itany.•IlamizodonExhiblW,, *�3
hall moan IMyeum of
ehelImden� are aeral4owe ``�� ¢$jx` r
voniroet 9lherF�mei1(Moneyp'anag tie�promptyldapostted�
udrer. PLLCt lr,mr,e d penonfenllty anlh v+thom depoarted)� log
o IPrlwzof�IMrPropatyctyCbslinglor disbursed)ea"agreed
enlaylhareon'ard,�,`i-�y�✓_"
ypey�eMoon,lho�;�;,,� t
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�raaaraw, wlgI
DB epplbd fu part'^
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FfTNEi EXPEN8E871NOURREDrDY'MAINTAINtNOiBUCHTACCOUNT ANDr
1 ra Y i-i e j K9;2�
I.WITH 1 t}i yiy: r 2 rJ ivJgr a t
In he amount o/,, WAr<Oolws for a twin Of,, j(/� yeas at' an Mterost' c+ '•
annurr7udth mcdgelli discount paMe nol tr3 exceed WA %`of Uie benll't,
p costs eseoolated with an'y such loan a
ble,arye p-MiANim nth, fn eq d�olrr analNyffirrMdtlmanla oP ptipd.rldge her wllh ,k T f .w f
outstendtig pmindpal balance al he Weola`' dfp-Poroent (WA A) per nnnum,,.
ymed)boglnn'ng�enrthe Nst'"dayW tin month! llcucwadng#Ihe dnte�of, ; Vr
Closing At any taro'fhe prom ssay,nde mriy tie'prcpeld M who orlp pad wilhoul penolty and ythoul
hathar Interest an the ernount1plepald from the'date or aud1T{rbp`aymanl -A pa�tet plePuyiildntlwla be '
^gm gpwuhg nosh irnldfienl d pdnCpal diii-An the avant of Bdyar's nuoseouenl'daiauii u wn'a�-=�
` tprcndeam nolo alw dood of duel gNen horounder�3oAar'a ramndlos wit do WMled Id tire of the
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iv NIA (W) Asaurnpdon of that unpold'oblIgetbn,of,8olbr Secured by dead of fro I rlho Properb,isuch Y
` - Sbbstlo"n having on eutab'ndbr'p`pr clpal Wence of 1)_&Aj€' eM e'vide_need by a rate bearing Mterost al, ^
i the rate oftL�p enlINIA )per- 'urmlyf�,Y
t) :...6 w" may"„, :'.+"�1 S. ki
r .?(v) Cosh, bounce of Purohaso Pdoo' at Cioa'ng In Iho amount «
s'C nrdi + i ox S� 3^n� w a'•[ : 1
col, -c m oflad mean the dote ar a tkno d raordlnp of r)w deed ctaing tln.11 o- on a beforo a- OIL-
Y ,
(10) da`ya'aher,the eigrrauon,ol Ne,Crwnlnollon Peda`d 41111wyoea ebatlSn,e_wahlptmay
000ur;on an ea`re
dale; wHli ton d'eyo advaloe nouos to 8elbr "r 4 i"' '
,., y °.s ems«" �' 3 .a'_ �r .� '� �` � .A - ✓.. `
- (d),' ,-•Cpntraet'oate' means Ne dale NI6 Agreement hoe been hdy oxeoulod try both 8uygr and (3et�r
=' 4i
(e)�„ ErraminattonlPatjptl" Shop mean 010 aged beph ndw «� 91�4]l: I�g 7appovaf d suyere i6ent'
on 4Ith014, eAd euden8n0,throti�t S1tf20te The Eerrwal Mareywfu be nonieNMable ei d SI1T2014'bul ahe0� � t
'- '.W nppeed b Iho purelraeo prbo Buyonandl have Np W+tbn b eMond the Examinalaq Parted fbr twoeddpWrW,'`i -y
- � � T,�[(y (, day Pat?da tryai Oio'Paymonl of:6 pep roan: whkh Deposp ah@h lie appged Io the PiurJmrs Pdoa r y
e�TlYEl80P THE E38ENCEA9 TO THE EXAMINATION PERlOD'd -+.. s"k ha '� '"`Y Z
i)
(Qt _ BrolriHal°jahall mean ColAyo9 Sant er 8ea t vast Advantaao rop)esailhp,tho eo0ersend =f s :
;rSprooenbnp tha Quyer� AI DbNno, SeOer ehe0 pay euoh hrakgrs a'commbebn pursuant to a aeparola sgreanonl'
f iOuyer end Saga taproaanI and warrant that there mono othtaivai eahM brokers a go rite kr'+ofvetl In offs _ � Y
OeneecilWind buyer and Sager Spree to "ninify the other agaheliony aommbslonpIII ra face, experwaer
rdrid-aUei charges claimed by real oateto tweken other then those aletad above
1 ,(g) 44.,'111)2ndoBlul4•asbapmaan the use of the Propertyyla}tha`fetowlnp�pielay eefeslenaagerioml .
nommerow uessx-;,I• ^2
llol'e NWlca Addi+eee'shall be ee Uwe
Caldwdt Banker 8ra Coaal Advantage'«
6078 Beach Dr-6 a'e `v` +i `•• ' e t� rf `yx fi - , 1'r a r x
ShoMW NCZtb70
{ Y1%4JJtvl-
oxoopt as Same may bacharigod pursuontto Beeticn 11 u1
e
- "Suyo1%Notloe Addeoee; stroll bo ae lWiava'
Po 3 D`ovalopinant Group, LLC"
} - - f 2800 B NO I IYry 6 vF �) r •<«.r: ,. f �s - l` X 1 y
?.. * s m f AbenPam NCMIS 0` #>3� t 'r - it
except asr4ema may be changed pupauent in Bnolion 11,
f 4,
_ dJ II lhle bbck+le InarkoA �riltbnel loons o1 this Agreement oro`!el forth on Exhibit O'auoohod ho'relo A
FIMOfpemtad hveln by`Ialerena0', i`"r-N" vs�ra3 I`,'+�+ �ra.y CIO' r
0Wien 24prorstion offEapsnase and,Paymunt ol`Coals, 7,Solot and duyursuprcu NS+7'ILdit {nupmbfrozoe'(00A
cele$dar year beets); tae'aaa ,rents and utiff a or any olhor assumed liabilities es dolallod on allached Exhibit 0, 0 arty,
thou lie praeiad as of the dole of Closing Relim ehaa pay farprepaFn'on of a dad and a0 vltier documams nccow ayto-
perform 8citcre o�bugaliwia rundanNla"lApfeemenl exc{ee, tax((mvonuo�atampa),zcndloNel,wnvayoircayhruef taxas�' `
ruyuidxi Iry brw, and lho folamng NA Wilyor Out pjy reuvrdlno cost coats of h 0 so'mewfi io Insurance adrvoyx
aril thu fglGxrb,p tq& Each ponyWirt] pay Ile awri g11-J0M- s,kee = ,
(rt, 2 al T) k
/ r
uayal�hiil „� _ aalerrrua, -=

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h r%
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detailed 6dt6n00 Begot A! Buyer sk-'I wiocule suds edatlions! dacrxmaMs at no toll la the rhrh-exdianglt q party, as '
shall be repuUed to give offect to this prowslon —r''' -'--• —'-� ^• r� _ .. _ .._
Bccllon k Aesignmonl buyer may assfynlhia Agro ment'upun wnitmi notice to %!Iii
{ l�
SwAllun 19' Authority Each sfgnalory,lo Ilda Agreement represents and walrenls that he or she has full euBarly,to
elfin this Agreement am s`uch Instnrmenfe as,moyroril be necess*4o effocluote any_transaalbn ipntemplsted by t1Ya
Agreement On behalf of Ns pert' lot whom he of she efgaIhnt hli or her elg"neturo finds athUh pony s Arry dgnatvre'' ,
on a copy+ot this Agreamem'sent ekcbonkagy or, VIjecekntle shelf btbxhdkhg upon,karismisslon and the'aloctmn% ar..
faceknllo copy maybe uBgtad for the purpose of Mb Agmerrenl'+'f•
i{ J r 1 rl nit
8oelbn 20 '8ubtllvlolon and Hosomanta It a 1 bt [no adJhntmenl or shkOMsbn Is reghdred 10 creole the Properly and II a
the nalwal flav of ewlaoe,weter¢rom the,Proporly drohe,onlo SaWs mmtdrrt property thedsiBer,vnlle - Buyer o
rail excivafva Uroktago Eeaomonl ovim,Saseee remaining propwty h 'the Drainage Easement will be granted at no cost to
+B (xl the —r �
Uyar, _ 1 Buyer vAll Pay weld pMIXTE on and roeordetlon of the document el c ng r y
,Suction 21'Accefo�lllPlbiktRonds,;Raclprocel Eaeoment Agroomenl'Illa+loli e`a0lusbnent of,iiUbdivislon is
4k ih 00 10-gresfle the,Plopady,aM VDOTza,p7g11tlUgcivC''nMg'�patlyJcqucals on�ecwsa�mvoegemenl waiver Weiler V^-, r'
Willer document an a condilloW before epprovinglBuyer+a`drIvewaylperndl Ihnn+ReIior,ngroos'in`slgn,euoh bUer,or,
dooumont stadng,lhol BoWdoea not want to share Buyer's driveway II VDOTjor any other governing body, requkee a _
shared ooeoso oeaamontkSo110r ogroas to use Boyar` olai danf REA lani abashed as Exhibit B
Ci aS`�_: ¢. T .�.�^7 i'• a' a�' +to ^." C fi� °�'`- 5 r'i I
n' r � f� �i...3 ,�..-J.�� _ :,? c-�.�..w� ,t
THIS DOCUMENT IB'A LEOALfDOCUMENT;EXECU710_N OF THIS DOCUMENT`HAS`LEOAI CONSEQUENCES
THAT'COULD BE ENrORCEADLE,IN A COURT oF,�IAW IF YOU DO NOT FEEL THIS DOCUMENT MEETS,YOUN
NEEDS YOU MAY %MSH TO CONSULT YOUR ATYORNEY,-
s H h
'BUYER- y —SELLER
PAR 3 OkV L'6POA • �(IRRtfP U,C LSB F OOPREf�(jf{I `'INC
i RY BY lW lild'h 1. (SEAL)
_ Memo 5r
r }d Managuf � ''' � �' '� e7 ,
cote i�� 13 (t54 Data
L
A Tho undorsignoC heroby,oekriovAedgos roaolpt of,the Earnest Monoyreot forth heroin and ug'roea to hold,eeld
Earnest Monop In aceonfohico with the torohe hereof' :'" "";'" "•'` > °'
^A�w t4
BENSON +~OW B FAUCHER PLLC
Dale
I `
r
(6„a6 il17)
ILrCta9is,�.��� Sdha lut.,h,�� „�•„•

ij�"
ttirII�II1�11���III� � ����� ��� ���r Brenda M1031 min, ns,28'PROP
'12 it coo
This ceNhes that there era no delinquent or ant my of Deed. page
valorem taxes fees assessments or Other "V�(r�j��nn
liens which the Brunswick County Thx `^KS
Collector is charged with collecting that are a
lien on Parcel Number �R 1 �y'yy���;�I
as notated by the Brunswk:Co County I PaseOt Rei
Assessor s Office This is not a certification `V �Teta) Hpe In!
that the parcel number matches the dead` k CI a� CaO $
descriptionl2O �r�Sod C, op_Itoin
M❑Patirorsotow�,men iary lo-y at uoe tccoMiOon
Date (A st) Tax Col / Del Tax Sp v IJ ��o U"Tt`�gml
c2 p�,irm�mtai seaiv,r rmhvoNiaal
J(dWm n nil a aoi ai. e"li—ed ormped
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax $0 00
Verified by County on
By
This instrument was prepared by
for the index TRACTS
GRANTOR
NewBndge Bank successor by merger with
Bank, SSB a North Carolina banking corpc
38 West 1" Avenue
Lexington NC 27292
GRANTEE
a North Carolina corporation
27293 0867
The designation Grantor and Granteeas used herein hall include said parties theurt successors andassigns nudshallmcludesmgular
plural masculine feminine or neuter as regwred by4orllyd /,a� �p��
WITNESSETH that the Grantor fora valuable c9rls��I r�li nG��qt c rgetpt of which is hereby acknowledged hasandby
these presents does grant bargain sell and convey dAitortt m.IN' jf im e all Nat certnm lot orparcel of land situated mBrunswick
County North Carolina and more particularly described as follows L, 11C
SEE EXHIBIT A, B C & D" ATTACHED HA RETO AND INCORPORA FED HEREIN BY REFERENCE
DOCUMENTS PREPARED WITHOUT BENEFIT OF TITLE LXAMINA PION NO TITLE OPINION RENDERED
dk�,
The property heremabove described was acquired oy Grantor by msoumcrug )1rt]5�d i Ipeed Book _ Page
A map showing the above described property is recorder�'fiil'lapP prj gat "'
rl hUnsv`r'II U IIJ. LI
U wppuFRncatae.
%OCz-�'CZ�4
ECEIVE
JUN 9 3 2014
BY

Ililllllll��llll,III�IIIIJill III III B3493 P1032 0,_2,_20,a
�✓ to n] 11 PRO
Brenda M Clemmons PROP
8� re�7 �� vl NC Register of Beads page 2 of It
TO HAVC AND TO HOLD the aforesaid lot or qrp ni fit n �II prFillvil� ,p urlenences thereto belonging to the Grantee m fee
simple U ��J
And the Grantor covenants with the Grantee that Grantor has done nothing to impair such title as Grantor received snd Gramorwillwartant
and defend the title against the lawful claims ofall persons clmmuigby underorthrough Grantor other than the followmgexceptions All
easements nghtsofway restrictions and reservations ofrecord All City and County ad valorem taxes including those for year 2013 which
Grantee herein issumes and agrees to pay
imelq�,�
Thus property is not the primary residence of the Gradtp 15? n
IN WITNESS WHEREOF the Grantor has duly %li�hgdggm g as lolf the day and year first above written
UL% Mq�'6fffM.Itdld
NEWBTMGF BANK
B
Title k Vice President
North Carolma— County of Davidson n"��te�
r that the followingperson pers;%-61��l 'eat t t f, renz dhtytiayrrmcknowledgmg to me that she voluntarily
the foregoing document, f9r the''ppujpose state�%ti(e�¢,y'yt4,m the capacity indicated
Date 1a13Q'al3%3 A M +- Ix l,wl/,
(Official signs re of notary)
(Official Seal)
4 '.9 V��1-4FCi4LC�
AWLEYMe_, (NdP�ldrtn or typed name) Notary Public
eoucr�auc � [j' Lf r
M �as on expires (01A t (0
u QD
jjc p

n n on[i�Jiii
Tract 1 lU' IIII If II I�I111I IIII IIIIII IIIII II III 13493 P1033 maeo2=11 ON
Tax Parcel ID #244CA032
PROP
Brunswick County NO Register of Deeds page 3 of a
BEING all of Lot 32 ofBncklanding Plantation Phase as more particularly described in a survey plat dated August 31 2004
prepared by James R Thompkins R L S and recorded in Map Cibmet 0 at Page 391 in the Office of the Register of Deeds for
Brunswick County North Carolina to whmhplat,r�,ference is hereby i e j which is incorporated herein for greater certainty
of description of said propertyq -
nn o lr —�
REFERENCES Deed Book 3097 Page 56 u51 tl fflQq% e JZegis��` reds for Brunswick County North Carolina
�rl.�Qy��
Tract 2
Tax Parcel ID #198JB002 198JB003 1983B005 198JB006 198JB013 198JB014 198JB029 198JB034 1981B040
198JB045 198JB050 198JB052 198JB056 198JB060 198JB070 198JB073 and 198JBI 10
BEINGALLof Lot2 3 5 6 13 14 29 34 400.55.,5,,0 52 56 60 70 73 an 10 San Rio Ocean&River Club Phase One as
recorded on a plat thereof recorded in Map Booic up40 PaG s-2$�3� `Pl 2007 Brunswick County Registry North
Carolina ^nOV
'�l ii�� (19FADRGAiPea4
This property is SUBJECT to the Declaration of Cc venan s1 9,��tid Restrictions for San Rio Ocean & River Club
recorded in Book 2623 page 1309 1309 Brunswick County Regisuy an �amended in Book 2623 page 1370 the Brunswick
Registry of Deeds and being incorporated herein by reference
REFERENCES Deed Book 3199 Page 322 Decd Book 3197 Page 47 Deed Book 3248 Page 1172 Deed Book 3041 Page
177 Deed Book 3171 Page 892 Deed Book $Q 7 Page 562 Deed Book 343 Page 1011 Deed Book 3097 Page 556 Deed
Book 3165 Page 65 Deed IIook 3041 Page 180 eed D�ooyk 3Q,4 Pa t$�Nz Book 3055 Page 466 Deed Book 3077
Page 1234 Deed Book 3165 Page 7 lleed 13ook 31 =R�g� Xcefl o k 3167 Page 125 and Deed Book 3218 Page 588
in the Office of the Register of lleeds for D ,1I�C cu � North V44rghLaedia
Tract 3
Tax Parcel ID #I85MA005 and 185MAOI7
BEING ALL OF LOT 5 AND 17 CEDE GEORGETO WNE SUBDMSION Phase One A as the same is shown on the plat
therefore recorded in Map Book 44 at Pages � 12 of the Brunswick County Re stry, Reference to which is hereby made for a
more particular description Subject to the DecbAho�¢ofCovenants Cq ift,�p�td Restrictions recorded m Book 2644 atPage
69 of The Brunswick County Registry and all amefi%er t� t
I" (� Ir nn #6
REFERENCES Deed Book3055 Page4809h Deed Bo6*�,JphpUe2 rut eOffice of the Register of Deeds for Brunswick
County North Carolina
Tract 4
Tax Parcel ID #2310004402 and 2310004411
BEING all of Lot No l bearing 3 89 acics ahL,ot No 11 bearing A cs of a subdivision known as Pelican Point
according to a map made by Southeast surveying d'3T �1y 1 97 sL�}jiiai being duly recorded m Map Book 18 at Page
510 of the Brunswick County Registry ,,,� IL lJ
Rea y Dl Ea7 AP
For back references see Deed Book 2382 Page 979 Deed bok�21.38�',l ge 981 and Deed Book 3114 Page 1082 of the
Brunswick County Registry
Tract 5
Tax Parcel ID #236EA012 and 236EAO13
N", -E" 1 & &
N� �` m�"M UMW

III{{II{{�{{ �fl1111111111111111111 634s3 p1034 e=?°'eoo
Brentla M Clemmmna PROP
��j hk+vl N Lnty NC Reglater a( eeeds page 4 a( a
BEING all of Lots 12 and 13 Phase 1 Bndg P ti�s �( rvisl66n a%csctl g� pap thereof duly recorded in Map (abinetR, at
Page 366 of the Brunswick CountyRegisu� s�iii lots haVm']s'itb ZT(`e- s� bounds and locations shown thereon
REFERENCES Deed Book 3253 Page 1217 in the Office of the Register of Deeds for Brunswick County North Carolina
Tract 6
Tax Parcel ID #185KA058 &,
a
BUNG all of Lot 58 Olde Georgetowne Phase lI�T� tsaFtt `l �hh'�h�bn�� liplat thereof, recorded m Map Book 41 at Pages
59 63 of the Brunswick County Registry ref rNty11� gh hs�l%relmmade r a more particular description
n'
RLI ERENCES Deed Book 3165 Page l in the Office o(ththeTO�Deeds for Brunswick County North Carolina.
Tract 7
Tax Parcel ID #0210003726
BEING ALL OF A 2 241 ACRE TRACT AS 6i O �� ON A APR (,"P D IN MAP CABINET 31 AT PAGE 28 Or
111E BRUNSWICK COUNTY RFGISTRY C G 1L�
REFERENCES Deed Book 3201 Page 73 t1t the Rddg"13t'e'FF-Meds for Brunswick County North Carolina
Tract8
Tax Parcel ID N178CAOI3
Being all of Lots 26 27 and 28 and half of an unnumbered lot lying west of Lots 26 27 and 28 of the J B Ward Cooper
Subdivision as recorded in Map Book 2 1/2 of 11
a 228 of the Brunswick C Registry Being the same property described
in a deed recorded in Deed Book I274 at Page 11 f�the B l`_� Yl tegistry
REFERENCES Deed Book 2973 Page 66 u`i �ki��FlSc,' f, e RegtJatm flD,eads for Brunswick County North Carolina
Tract 9 lJ (((JJJ/�v/D��rn�, ^
Tax Parcel ID N25500234
BEING all of Lot 61 of Harbour Landing in Sunset Beach North Carolina according to a map thereof duly recorded in Map
Book 32 Pages 362 363 Brunswick CountyiRegistry said lot having the m�et�ep bounds and location as shown on said map
together with rights of ingress and egress over `t�'rior and across th §o [q BNr shown on that plat of survey recorded m Map
Book 32 Pages 362 363 Brunswick County n(Re��gisnnfr/t„ I�lf`s'wvt
REFERENCFS Deed Book 3126 Page 139n, thb Off', BE/ �jtt"t1fgjTfgist Deeds for Brunswick County North Carolina
Tract 10
Tax Parcel ID #18200097
BEING all of that 51 99 acres as shown on nilp entitled Survey for South Sodbusters LLC prepared by Bobby M Long &
Associates dated June 28 2006 and duly record6dip Map Cabinet 35 at 'of the Brunswick County Registry Reference
to said map is hereby made for greater certainly pJiyg �l t�Jc� C same property as shown on map appeanng of
record in Map Cabinet 25 page 520 of the B tut lfh" f istry
tU�
i�
REFERENCES Deed Book 3136 Page 1159 in die Office o llisc%tgtgof Deeds for Brunswick County North Carolina
b `P J , G(- 1� I ,

U
11
IIIIIIIIIIIIIIIIIIIIIrIIIIIIIIIIIIIII s3asa aIO °' Z10
f Deeds page 51e
5 02 tit ¢¢¢
erunsu,ck County NC Req,ster onaf aPROP
4 EXHIBIT e'
Tax Parcel ID #230000n3(n Mx Orr���v"��
TRACT ONE V K " �kC�9G�jr�
BEING all of L,ot24, Canal 4, Section A & B, Oeed�tsfeJ3each, acotdmg to a tnap entitled, "Aq
addition to Ooeaa Isla beach, Section A&Be, prepared by Jan K Date, Registered land $utveygr,
dated September 10,197f This map being duty recorded In Cabinet H at Page 374 in the Office
of the Register of -Deeds for Brunswick County, North Carolina
This conveyance is made SUBtO to these certain reitr Las recorded m Deed Book 676 at
Page 113,oftheBrunswick Counly li I L'LI
(� � Ins ��' �
Forbackrefarencasea Deed`Sook'1956Aj^%d"gof Brunswick County Registry
TRACT TWO
All of the Merest which may be owned by grantors 46hided theWestbeundaty line the North
bbundary line and the South boutldaty line of Lot 24, Canal 4 Seaton a West to the center of
Canal 4 This property is showt{ i a reap recorded 1n Plat o H, Page 374 m 1he Off -tee e of the
Register of Deeds for BnmswirFC unty NodfyyC�q{oluj�� ii Aroperty is subject to all CANilt
Corp of Engineers or an gavellfr, t 8P, a —basementar astncbon The extensmn
described above Is to be com�fW'erj, tH tli$,tp_ sting phoperlyrdavcdbed as Lot 24, Canal 4, Section
B and Isfurthetknown as Parcel Number z41 'gl w ,v ,,,
TRACT THREE
9omg all of that certain tract or parcel containing 56 83 acres, more or less (Including the right of
waywithm Carmel Lan% SW} as more fully desc(bed in a surveypldtdated 1 June 2004 prepared
by James R Topipkmsr PLS 64ged 0SOrvey for Dennis s )A
gqm�pson of 5583acre? recorded in
Map Cabinet 42 Page 13 in thitf'ce of pit�i�gJf ) fleods for Brunswick County, North
Carolina to which plat reference is � e is incorporated herein for greater certainW of
desbriptloh of said property U W
/NC�IT/t1TC;11�,^iGr
TRACT rOUR,
A certain Oct or parcel of land lying and being In Shallotle Township, BrunswicK County North
Carolina and being more particularly described as follow
Beginning at a point located ShOh�spWfiwestem nght f w$y f 5 R 1145 Village Point Road
(60' RAV1 said pointbeing fu tine( Ili ia(od Sgy1(it$ �eg 4 irinlutbs, 22 Seconds East 160 40
feat from a Mag Nail. located P� i�eyh o ceriterlmea of said S R 1145 and S R W9 —
Happy Valley Lane (60` RIN dlhinsihpyW,s uff33WW'&s 34 tninutea 00 seconds West
93 89 feel to a point, thence South 30 degrees �50}�If u , seconds East 126 45feet to a point,
thence South 48 degrees 16 minutes $3 seconds East 68 47 feet to a point( thence South 48
degrees 16 minutes 18 seconds East 14264 feetto a point thence North 40 degrees 57 mlmrtes
41 �3econ& Eaat 26 Ofeet to a point thence South 44 degrees 46 ihmntes,34secbnds East 74 06
feet to a point; thence South 2� degrees 21 minutes 10 seconds st 8ab4 feet to a point, thence
AIL
LOW?� m��

Br ��C�I (�� N�e�Register � B3493DeedP1036s paCm6nsr18 PROP
1000
South 27 degrees 50 minutes 11 seconds East 19 41 feet -to a point, thence South 06 degrees 26
minutes 47 seconds East 112 60 feet to a point, thence South 20 degrees 56 minutes 56 seconds
East 75 74 feet to, apelnt thence South 42 dagreos 14 minutes 51 seconds East 112 51 feet to a
point, thence South Q0 degrpds mmules 27 secoh=d�d Ep��tt\5�5 85 feetto a -point, thence South
00 degrees 24 minytes53 seClNft es �83j����t4la`1iOnit, thence North 63 degrees 16
mmutes24 seconds West 1T2 4 et 9 of f dd a1�to Ngrt� M degrees 20 minutes 13 6econds
West fi224 69 feet to a pmnt { {{ Souljt fn�nirIWS 1S'BMOds West 893 O6 feet to a point,
thence North 84 d6grees03 fninules 43 seconds ItCgt%76 feet to a point thence North 00
degrees 56 minuf6l; 10 seconds East 12168 fdefloa point thence North 24 degrees 02 minutes
18 sePorfds West 8219 feel to a point, thence North 48 degrees 58 miquies86 seconds West
47 31 fee to a pointy thence South 52 degrees 63 minutes 08 seconds West 127.36 fleet to a point,
thence North �2 degrees 31 minutes 50 seconds West 4411 feet to a point, thence North 42
degrees 45 minutes 48 secon�NNP�st 52,69 feet to a r th qce South 48 degrees 16 fninufes
50 seconds West 76 92 feet td a po`�fM� th p i(fi�821t x 'es 35 minutes 03 seconds West
139 04 feet to a point thepc Ngf�h �rWS 2$ jpig secorlds West M7 71 feel to a
point, thence North 61 degrD6� 81M utpstuegppds ast 167144 feet to a point, thencb North
53 degrees 34 minutes Q0 sppgnds Fast @Q 03 feet fo a oAflocated on the aforesaid right -Of way
of R 1145, thence wrath said right -of way South 39 degrees 35 minutes 31 seconds East 70 00
that fo the beginning and contains 411 acres also being all of Tract C as shown on that certain
plat bded'Subcfmslon Survey for Mara E Edwards' and recorded in Map Cabinet 38 Page B1,
Brunswick County Register of Doods,
REFERENCES Deed Book 3124 e 9� =i.tt the Office of the Register
of Deeds for Brunswick�lgaµnt � �h CA;R�,}n�iy a
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o oX V
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UUUU f � ABMF�I��IIP✓GNL

BrInswack ������i��C 0�gi{t.r of 83493dP1931 r�ePROP
E%HTBIT C
Tax Parcel ID 4197MD6 7 8 9 10 11 12 13 14 15 22 23,27 33 35 37
44 46 47 48 49, 1 52 53
Ii197M72¢ ���
Ii19740p 5r15�1 (AD lYi 7, 1970005504 1970005523
UU1111�11�0/'!' mauraa�r.�n.
TRACTlJ IJ ,a
Being all of that certain tract or parcel containin§�2^A$Adres more or less as more
particularly described in a survey plat dated 21 October 1694 entitled Annexation Map
of Earl Milliken Sr Family Trust prepared by Christopher D Stanley RLS and
recorded in Map Cabinet 20 at Page 104 In the Once of the Register of Deeds for
Brunsvnek County North Carolina to which plat reference Is made and which Is
incorporated herein for greater certainty of description of said property
t
TRACT II n I�jl
Being all of That certain lmG or pp(cel i�5r� IeglUh `more or Isss as more
particularly described in a s�pp�rvsq qli 11 it I nosey for Earl Milliken and
Associates dated 20 l�cp hel(t0 3 repaired t 9R647i4�ii0 RLS and recorded m
Map Cahlnet O et Pega �7 it the Ogl� (Ltl)e, pqlater of Deeds for Brunswick
County North Caroline to which plat reference (sriYarj6[id which Is incorporated
herein for greater certainty of descnphan of said property
For back reference see Deed Book 1233 at Page 782 Brunswick County Registry
LESS AND EXCEPTING
(Parcel A) Lots 1 1A 24 4 4A 5 5A 6A OA 1 65 6B 2 9 10 11 and 12 Phase
1A Village of Waodsong r%w" of Shallotte ShellotteyTo I p1P as more particularly
described m a survey plat reco`r�gil in Maj7giple a 58 Bmnsvnck County
Registry !2 7 �j
(Parcel B) Lots 13 14 1'@�„'17�IN1iH 25 AU$�����r[[75A add 775B Phase 1B Village of
Woodsong Town of Shallade Shallotte Tovrt(4biWs'jjh particularly described ina
survey plat recorded in Map Cahlnet 2B at Page 54B Biuswck County Registry
(Parcel C) Lots 15 (Revised) and i5A (Revised) Phase 1B Village of Woodsong Town
of Shallotte Shallotte Township as more particularly described in a survey plat
recorded in Map Cabinet 30 at Page 96 Brunswick County Registry
1
(Parcel D) Lots 70 53A 51P22 04 72 60 65 4bg0 1 '9r}�W 24 23 54 22 45 43
34 Rag63 s Pages s 297 299 and hacidrevls �(,, ry)$Vill bi E ti35' ;P ��edordedl Bmnswin Map ick County
(Parcel E) Lots 19 20 and 21 Phase g ppf Woodsong as more
particularly described In Map Cabinet 34 at Page 43 Bra wick County Registry
(Parcel F) Lots 35 and 33 Phase Two Revised Village of Woodsong as recorded In
Map Cabinet 32 at Page 461 Brunswick County Registry
(Pamel G) Those conveyances of various common areas parks streets walkpoths
etc as contained In Book'Ajtat Page 1140 and Boo $ @�` Page 701 Brunswick
County Registry from The Vlilagp f Waod9 44C,fh(T ui iage of Woodsong
Neighbors Association Inc O u LJ�Ui`
(Parcel H) That convey qshown In Map Cabinet 3sn�g�� d 1 e, ge8ancfMQdf�(Sh Ito 'b ;;jjl and roadways as
Bru swick County Registry lrecorded Inn Book 2466gblj�alt nl;1651 eBrunswick Co my 9
Registry but reserving easement In favor of Village of Woodsong
(Parcel 1) That conveyance to the Town of Shallotte of the sewer lines stormwater
drains water lines etc for Woodsong Development as recorded in Book 2466 at Page
659 and Book 1842 at Pages 1071 and 1075 Brunswick County Registry
6
REFERENCES Deed 'fjnk 3234 Pa�gb�q 1, U the Office of the
Register of Deeds for�B,rVa �[ oU orth Carolina
uM�J UU PO4BW4'fflMlfstlfl
r� rl J
JIlJkvul s6F�fffflAifNJ@

IIIIIIII III IIIIII II �IIIII'III III I III Brend M Cle ee1019 ;D,PROP
Brunsuapk Caunty NC Register aF Deads paga 8 of 8
EXHIBIT "D"
Tax Parcel ID #2210QQi1,9.fI 0 Or
A6 Cvag
BF GINNING at an existing'E0j6qcated in the eastern right
of way of Highway 133 (now called Dosher Cutoff Road) said iron
stake being further located north 19 degrees 34 minutes 51seconds
east 424 14 feet from the intersection of the northern edge of NC
Highway 211 with t4%!astern edge of the D sher Cutoff Road and
running from said Begilikling alon �jhe ),'rA,i� o right of way of the
Dosher Cutoff Road nnol�t,I��AI� Jt1L¢� 8s�34" minutes 51 seconds east
99 93 feet to the so wa`"'yy!! leo er of Minutes
tract shown on a
plat recorded in Map Cabinet Flavldwp and conveyed by deed
recorded in Book 1126 Page 1016 to the Family Emergency Teen
Shelter Inc then along the southern line of the 1 30 acre tract south
70 degrees 56 minutes 20 seconds east 271 54 feet to an iron pipe in
the western line of the tract conveyed to Edward Willey by deed
recorded in Book 250'4P-ag,p 150 t1iylftti� ire Willey line south 15
degrees 30 minutes west a qJ 4y'(l dt-to-another Willeycorner then
along another Wille}C�r�`8Oi'lYsr " sdd'Se v'uminuteswest 278 66
feet to the ERB at the �eginning an�3bFjtbout 0 63 acres and being
a portion of the 2 51 acre tract conveyed to George and Ola Inman
recorded in Book 548 Page 4 Brunswick County Registry And being
the same property conveyed to RMD3LLC by Deed recorded in Book
2258 Page 82, Brunswick County Registry
REFERENCE Deed Book"* r2 gge'rV Rin the Office of the
Register of Deeds fo{1 >�Ifil�®Ik ut>.11�i Carolina
l� U
� M��p-
- - - --- —HO ���

AGREEMENT FOR PURCHASE AND SALE OF REAL PROPERTY
THIS AGREEMENT Including any and all addenda attached hereto ( Agreement ) Is by and between PAR 3
DEVELOPMENT GROUP. LLC ( Buyer ) 2860 B NC Hwy 5 Aberdeen NC andiHAROLD BLAND P Seller ))
FOR AND IN CONSIDERATION 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 AGREE AS FOLLOWS
Section 1 Terms and Definitions The terms listed below shall have the respective meaning given them as set forth
ad)acent to each term
(a) Property' (Address) 1 07 acres at Highway 904 (Longwood Road). Longwood NC
(b) (Legal Descriplion)fParcel ID 178CA014--1
❑ If this box is checked "Properly shall mean that property described on Exhibit A attached hereto and
Incorporated herewith by reference as if fully set forth herein together with all buildings and imp/clue ents_,hereyoo and
%( II fixtures and appurtenances thereto and all personal properly if any itemized or Exhibit A �
(b) 'Purchase Price shall mean the sum payable on the following !erns
t)—,� (i) Earnest Money_ shall mean �r terms as follows
Upon acceptance of this contract the Earnest Money shall be promptly deposited in escrow withtp _
Benson Brown and Faucher. PLLC (name of person/entity with whom deposited) to be applied
as part payment of the Purchase Price of the Properly at Closing or disbursed as agreed upon under the
provisions of Section 9 herein
® ANY EARNEST MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE PLACED IN AN
INTEREST BEARING ACCOUNT ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT
HOLDER IN COSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT AND
RECORDS ASSOCIATED THEREWITH
$ N/A ii) Proceeds of a new Loan in the amount of N/A Dollars for a term of _ N/A years at an Interest
rate not to N/A_% per annum with mortgage loan discount points not to exceed N/A % of the loan
amount Buyer shall pay all costs associated with any such loan
$ --N/A (lit) Delivery of a promissory note secured by a deed of trust said promissory note In the amount of
N/A Doilars being payable over N/A months in equal monthly installments of principal together with
accrued interest on the outstanding principal balance at the rate of N/A percent (N/A %) per annum
with the first principal payment beginning on the first day of the month next succeeding the date of
Closing At any time the promissory note may be prepaid in whole or In part without penalty and without
further Interest on the amount prepaid from the date of such prepayment A partial prepayment will be
promissory note and deed of trust given
Property
remedies will be limited to foreclosure of the
$ _ N/A (Iv) Assumption of that unpaid obligation of Seller secured by a deed of trust on the Property such
obligation having an outstanding principal balance of $ NIA_ and evidenced by a note bearing interest at
the rate of N/A percent (N/A %) per annum or N/A
i
(l age I of 7)
nut ,r lnumla� �_ Shcu Im671e i f I

1
IM (v) Cash balance of Purchase Price at Closing in the amoun
Dollars
(c) Closing_ shall mean the dale and lime of recording of the deed Closing shall occur on or before thirty
(30) days after the expiration of the Examination Period At Buyer s election Closing may occur on an earlier
dale with ten days advance notice to Seller
(d) 'Contract Date means the dale this Agreement has been fully executed by both Buyer and Seller
(e) "Examination Period" shall mean the period beginning on the Contract Date and extending through
9/3012014 Buyer shall have the option to extend the Examination Period for two additional Thiriv (30) day
periods at no penalty
TIME IS OF THE ESSENCE AS TO THE EXAMINATION PERIOD
(f) Broker(s)" shall mean None representing the Seller and None representing the Buyer At closing
Seller shall pay such brokers a commission pursuant to a separate agreement Buyer and Seller represent and
warrant that there are no other real estate brokers or sales agents involved in this transaction and Buyer and
Seller agree to indemnify the other against any commission finder's fees expenses and other charges claimed
by real estate brokers other than those stated above
(g) Intended Use' shall mean the use of the Property for the following purpose retail sales and general
commercial uses ,
(h) Sellers Notice Address" shall be as follows
Harold Bland
PO Box 1445
Shallolle NC
910 755 7150
except as same may be changed pursuant to Section 11
(1) Buyer is Notice Address shall be as follows
Par 3 Development Group LLC
2860 B NC Hwy 5
Aberdeen NC 28315
except as same may be changed pursuant to Section 11
❑ 0) If this block is marked additional terms of this Agreement are set forth on Exhibit 8 attached hereto and
incorporated herein by reference
Section 2 Proration of Expenses and Payment of Costs Seller and Buyer agree that all property taxes (on a
calendar year basis) leases rents and utilities or any other assumed liabilities as detailed on attached Exhibit 8, if any
shall be prorated as of the dale of Closing Seller shall pay for preparation of a deed and all other documents necessary to
perform Settees obligations under this Agreement excise lax (revenue stamps) and other conveyance fees or taxes
required by law and the following NIA Buyer shall pay recording cost costs of any title search title insurance survey
and the following N/A Each party shall pay its own attorneys fees
Section 3 Sale of Property and Payment of Purchase Price Seller agrees to sell and Buyer agrees to buy the
Property for the Purchase Price
r �� � (Page 2 of 7)
Bulerimnalsl_LL___— Sella lnmeis

Section 19 Authority Each signatory to this Agreement represents and warrants that he or she has full authority to
sign this Agreement and such instruments as may be necessary to effectuate any transaction contemplated by this
Agreement on behalf of the party for whom he or she signs and that his or her signature binds such party Any signature
on a copy of this Agreement sent electronically or by facsimile shall be binding upon transmission and the electronic or
facsimile copy may be utilized for the purpose of this Agreement
Section 20 Subdivision and Easements If a lot line adluslment or subdivision is required to create the Property and it
the natural flow of surface water from the Property drams onto Sellers remaining property then Seller will grant Buyer a
non exclusive Drainage Easement over Seller s remaining properly The Drainage Easement will be granted at no cost to
Buyer but Buyer will pay the cost of preparation and recordation of the document at closing
Section 21 Access to Public Roads, Reciprocal Easement Agreement If a lot line adjustment or subdivision is
required to create the Property and VDOT or another governing body requests an access management waiver letter or
similar document as a condition before approving Buyers driveway permit [hen Seller agrees to sign such letter or
document staling that Seller does not want to share Buyers driveway If VDOT or any other governing body requires a
shared access easement Seller agrees to use Buyers standard REA form attached as Exhibit B
THIS DOCUMENT IS A LEGAL DOCUMENT EXECUTION OF THIS DOCUMENT HAS LEGAL CONSEQUENCES
THAT COULD BE ENFORCEABLE IN A COURT OF LAW IF YOU DO NOT FEEL THIS DOCUMENT MEETS YOUR
NEEDS YOU MAY WISH TO CONSULT YOUR ATTORNEY
BUYER
17
PAR 3 DE y PMEyT GRpIIP LLC
S
y
Name Dr-er—
Manager
Date 2I25 I IZ
SELLER
HAROLD LAND
i 1
ByIr%uf r ) 1— {� �r (SEAL)
Name l40ri)r�
Title 1
Date
The undersigned hereby acknowledges receipt of the Earnest Money set forth herein and agrees to hold said
Earnest Money In accordance with the terms hereof
Date
BENSON
By 1
(Page 6 of 7)
Buie, Imink___ ___ teller Iminis_ __

171
III�Ij II'I[j III f 1!11I III I II III B2829 P05i13 2a 15 20`3
Brunswick COun �j NC 6 9 20 004
Register of b0eods page nl of 2
R_ CV ht
4 654V CE , _
5 U _ _Finania _
� soC4"c ta o=ditDn
�a�2t[_'ait �,+vaAS,wFymkMel
NORTH CAROLINA GENERAL WARRANTY DEED
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
THIS DEED, made and " l'Gl9�y'f� thhiss Jthe /.irk day of August
2008, by and between WILLf'StNNpp an,� GLORIA B BLAND parties
of the first part hereinafter re `eYW�CtNVlas Grantors and WILLIAM H
BLAND and wife GLORIA B BLAND as Tenants in Common, and not as
Tenants by the entirety, of 6 Briarwood Road, PO Box 1445, Shallotte,
North Carolina 28459 parties of the second part, hereinafter referred
to as Grantees
V Al
THAT the Grantors, for a ' Rky���consideration paid by the
Grantees the receipt of which is hereby acTf�nowledged, have and by these
presents do grant bargain sell and convey unto the Grantees their
heirs and assigns in fee simple all those certain lots or parcels of
land situated in the Town of Holden Beach, Lockwood Folly Township
Brunswick County North Carolina and being more particularly described
as follows ye
ALL property of Or 7j� r �ct2'd�in Brunswick County,
North Carolina,h/v�xce�5'�C^"i€1'8f the following
property, which is�e"xcluddvY 44-b} 'Uhls conveyance
BEING ALL of Lot 2 Section 1 Brierwood Golf Club
Estates as shown on that map recorded in the office of
the Register of Deeds for Brunswick County in Map Book 11
at Page 29
Grantors intend herebev arfib'('t p�' by the entirety, except
for the excluded propert ^t�x� I¢) 7a� o any of the property herein
conveyed and to create a �'r1yUR2 n coR3RPB'EVm61d9a Grantees with each said
Grantee owning a one-half`�1/2) ur�,�tg�g „},n terest as to said property
TO HAVE AND TO HOLD the aforesaid property and all privileges and
appurtenances thereunto belonging to the Grantees in fee simple
AND the Grantors do hereby covenant with Grantees that Grantors are
seized of the premises in4fip simple that jj� have the right to convey
the same in fee simple that tle @r����ILsle and free and clear of
all encumbrances, and that _CL roll;Twarrant and defend the title
against the lawful claim � persunawnthm4msoever subject to the
following exceptions nN/oftfZ�j
-Utility easements of record
-2008 ad valorem property taxes
-Restrictive covenants of record
-Grantors retain their tenancy by the entirety it
property above
Prepared by BA(((�(((������..{...(�`,OK P'}vClFkttorneys
WITHO )T 0 &51s10Z_1WLE
the "tiC E IVE
JUN 13 20%
at L
BY

ugoo
IIIIIIIIIFjTfjjfIIlillllIIIIIIIIIIII B2829 P05131°539 28°004
Brunsuuk County NC R.glsfwr of Oeeds page 2 of 2
IN WITNESS WHEREOF the Grantors have hereunto set their hands and
seals the day and year fist above writ I1
�n�vp f �-. 1vula/Vli(]� (SEAL)
(SEAL)
G RIA B HLAL
STATE OF NORTH CAROLINA 0i��*Fp�
V u „ mx>mPPmcbec.
COUNTY OF BRUNSWICK
I certify that the following person(s) personally appeared before me
this day each acknowledging to me that they voluntarily signed the
foregoing document for the purpose stated therein and in the capacity
indicated WILLIAM H BrJW and ur.fe, GLO B BLAND
� 1A
Na a
oa�
N 1 �p'n �l°
/
Notary s Printed �� •wn KP ��Lr
Date $ /,S Q `�{ OMy Commission Gxpiresires O,iLaS do/e2
�.."lOPWN KF/lF & Notary Public
Bmn County _
My ComMfssmiselon Bxplrasc IIII.`"'I gpy�gy�,g�,
2 03/25/2012 o
�'orIlly CARO���P\\�.
Cgxb &
J " 9Ae�ffPlt�JA.

AGREEMENT FOR PURCHASE AND SALE OF REAL PROPERTY
THIS AGREEMENT including any and all addenda atladied hereto ( Agreement )_is by and between PAR 3
DEVELOPMENT GROUP. LLC ( Buyer') 2850.8 NC Hwy 5 Aberdeen NC and Sandra Richard. (Seller•)J
FOR AND IN CONSIDERATION 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 AGREE AS FOLLOWS
Section 1 Terms and Definitions The terms listed below shall have the respective meaning given them as set forth
adjacent to each term
(a) "Prooetty" (Address) Hhthwav 904 (Longwood Road). Longwood. NC
(b) (Legal Description) Perot ID.179CA01400
(:j If this box Is checked 'Properly' shall mean that property described on Exhibit A attached hereto and
Incorporated herewith by reference as if fully set forth herein together with all buildings and Improvements thereon and
all fo(tures and appurtenances thereto and all personal property if any Itemized on Exhibit A
(b) "Purchase Price* shall mean the sumo payable on the following farms
i
an 0) "Earnest Money" shall meanIM1111111111POlor terms as follows
Upon acceptance of this contract the Earnest Money shall be promptly deposited in escrow with
Benson Brown and Faucher. PLLC (name of personlenbty with whom deposited) to be applied
as part payment of the Purchase Price of the Property at Closing or disbursed as agreed upon under the
provisions of Section 9 herein
® ANY EARNEST MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE PLACED IN AN
INTEREST BEARING ACCOUNT ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT
HOLDER IN COSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT AND
RECORDS ASSOCIATED THEREWITH
i NIA b) Proceeds of a now Loan In the amount of N/A Dollars for a term of NIA years at an Interest
role not to N/A % per annum with mortgage ban discount points not to exceed tom% of the loan
amount Buyer shall pay all costs associated with any such ban
S N/A (Ill) Delivery of a promissory note seared by a deed of MI sold promissory note In No amount of
WA Dollars being payable over , A months In equal monthly Installments of principal together with
accrued Interest on the outstanding principal balance at the rate of WA percent (WA %) per annum
with the first principal payment beginning on the first day of the month next sucoseding time date of
Closing At any time the promissory note may be prepaid In whole or in part without penalty and without
hrrther Interest on the amount prepaid from the date of such prepayment A partial prepayment will be
note and deed of trust
3 NIA (w) Assumption of that unpaid obligation of Setter secured by a deed of trust on the Property such
obligation having an outstanding principal balance of f N/A and evidenced by a note bearing Interest at
the rate of -BtA_ percent (bVA _%) per annum or N/A.
U.M b,tw&—
Sdkr WOW JA#?_-
(Ns. I of 7)

® (v) Cash, balance of Purchase Price, at Closing In the amount
Dollars
(c) "Closing" shall mean the date and time of recording of the dead Closing shall occur on or before thirty
(30) days after the expiration of the Examination Period At Buyers election Closing may occur on an earlier
date, with ton days advance notice to Seller
(d) "ContractDate" means the date this Agreement has been fully executed by both Buyer and Belief
(a) "Examination Parted" shall mean the period beginning on the Contract Date and extending through
$r=014 Buyer shall have the option to extend the Examination Period for two additional Thirty (7W day
periods at no penalty
TIME IS Of THE ESSENCE AS TO THE EXAMINATION PERIOD
(Q "Broker(al" shall mean Nqno representing the Seller and None representing the Buyer At dosing
Seger shell pay such broken a commlasion pursuant to a separate agreement Buyer and Seller represent and
warrant that there ere no other real estate brokers or sales agents Involved in this transaction and Buyer and
Seller agree to indemnity the other against any commission finder's fees expenses and other charges claimed
by real estate brokers other than those stated above
(g) Intended Use" shall mean the use of the Property for the following purpose reran sales and general
commercial uses
(h) "Seller's Nollee Address" shall be as follows
Sandra Richard
1753 Shallotte Inlet Dr
Shellohe NC 28470
910-754 3336
except as same may be changed pursuant to Section 11
(n) "Buvera Notice Address- shall be as lottows,
Par 3 Development Group LLC
2860 8 NC Hwy 5
Aberdeen NC 28315
except as some may be changed pursuant to Section 11
❑ B) if this block Is marked additional terms of this Agreement are set forth on Exhibit 8 attached hereto and
Incorporated herein by reference
Section 2 Proration of Expenses and Payment of Costs Seller end Buyer agree that all property taxes (on a
Stye calendar year basis) bases rents and utilities or any other assumed tabgkties as detailed on attached Exhibit B, It any
shall be prorated as of the date of Closing
exdee Awij venue stem
Buyer shag pay recording cost costs of any We search Otto Insurance survey
�s�.. end the following Wg Each party shall pay its own attorneys fees
LL�� I o►'1
Beaton 3 Bab of Property and Payment of Purchase Price Seller agrees to sell and Buyer agrees to buy the
PO' Properly for the Purchase Pdce
Scow WnLu
/z// Rare2of71

Section le Authority Each signatory to this Agreement represents and warrants that he or she has full authority to
sign this Agreement and such Instruments as may be necessary to effectuate any transaction contemplated by this
Agreement on behalf of the party for whom he or she signs and that his or her signature binds such party Any signature
on a copy of this Agreement sent electronically or by facsimile shall be binding upon transmission and the electronic or
facsimile copy may be utilized for the purpose of this Agreement
Section 20 Subdivision and Easements if a lot line adjustment or subdivision is required to create the Properly and If
the natural flow of surface water from the Property drains onto Se0ers remaining properly then Seger will grant Buyer e
non exclusive Drainage Easement over Sellers remaining property The Drainage Easement wiff be granted at no cost to
Buyer but Buyer will pay the cost of preparation and recordation of the document at dosing
Section 21 Acme to Public Roads, Reciprocal Easement Agreement H a lot line adjustment or subdivision Is
required to create the Property and VDOT or another governing body requests an access management waiver letter or
similar document as a condition before approving Buyers driveway permit then Satter agrees to sign such letter or
document staling that Seller does rat went to share Buyers driveway If VDOT or any other governing body requires a
shared access easement Seller agrees to use Buyers standard REA form attached as Exhibit B
Section 22 Closing Costs Buyer agrees to pay all closing costs associated with this agreement. Seller Is not
responsible for any dosing costa
THIS DOCUMENT IS A LEGAL DOCUMENT EXECUTION OF THIS DOCUMENT HAS LEGAL CONSEQUENCES
THAT COULD BE ENFORCEABLE IN A COURT OF LAW IF YOU DO NOT FEEL THIS DOCUMENT MEETS YOUR
NEEDS YOU MAY WISH TO CONSULT YOUR ATTORNEY
BUYER
PAR 99Etm
IT GR 6P,
By II —
Name �r�LA' . C�oc��e�ie
Manager
Dale 3 ( 7 1 2G 1 LF
SELLER
SANDRA RI HARD Q
By ± ot�
Name 42f- 1-t.
Tills
Date 3
The undersigned hereby acknowledges receipt of the Earnest Money set forth herein and agrees to hold sold
Earnest Money In accordance with the terms hereof
BE
Date 3 Z' / By
1hp 6 of 7)
Byer bomb _ Sella W,

�]Q
II I
14
i
erok 4M f u 6"
it
STATE OF NORTH [AROLINA � nI�
W `Nr OF BIV tyyy p
f�nI� 2lul�� v
n InI V CE fa nLnManG�d 2e�n2tfea ddllIpnto this the � day of
)vJ9'2B„D and betveyC�rt�s�VkNlNO roYNWU (Widow) of Brunsvl eA
Il1JJ 1 County
pw [y Waarr��/�'// `I` eC he first, Iart I end CECIL O
> 4
BLAND and wi (L "I I n 0 TVf Brunswick County North Caro-
Iina Partin, of the second parts
M I T N E 5 5 E T H
TIIIT HIIERLAS the said party Of tlL first part in con-
uldoratlen of TEN OULLARS (510 00) AND OTHER VALUABLE CUNSInL14A-
1%,TIONS to her m 11. 1 I ud by the sai rues of the second part
"•l%0 //�� �}
��h qt pf wbichWla �{�o c{!g d but SunJl [T to the
li r?i tat n r L pd .41Yr `1 Iarty of the first Patt )as
and b these presents does grant bargain
Ug' ai I (�jG70(��IIGIIGa
�}��%,(LO,the said partiLS f 1hL second part tour
' heirs aiJ ilns`MAC? &oi Ia1L�1 of land In 5ha11otte
�Y Township Brunswick County North Carolina and more particularly
described as follows
TBAf TT DUE All Of Lot. 129 of the J 11 ",d
CDUPLr tract a, surveyed by L C Blau surveyor
R
IQ
Oclobtr 14 194s as eggLar, of rL oN in
Nag Book 2-1/2 at page 220 01I1CL of the RCg15LLr
of Deeds Urunswick County hurl❑ ( i Itna
The said above rcfcrud to l"v11es
bound and location s sl5ho on sai 1 map
imam Two 7y�ry' t j(/ \j 1 or Iarccl of
�li°%O I�ri�19p of �B a eitc STuwnshtp Hrunswiek
30
n B L 'l tea known as Not t,
n 11 UD L� TIdCL at LOngVOed Ner th Carolina
U a shown on a mppftip��}p.II,IS{Qgldimy L C Bland
accobcr 4 Uri i"R ap or (sat
PPPPPook of flips 2-1/2 at Page 12B
iOftic ����ffst'nr....( fiends of prunswi ck
County North .ia `/Jv
TO HAVL AND TO HOLD thL aforesaid tract or parcel of
land and all privileges and appurteual cis thereto belonging to
IIthe said parties of the second part their hears and assigns
to thLr only use and turnout FOREVER but SUBJELI hays to the
it life estate herein reserved �by the said pa r Ly of the first part
�I NJGJO(G��fu a E Ci E I V1E
JUN 13 2014
BY
I�

NORMS & TUNSTALL
CONSULTING ENGINEERS PC
1127 Floral Parkway
Suite 400
Wilmington NC 28403
[phone]
[phone] Fax
John Tunstall PE
July 24, 2014
Mr Steve Pusey
NC DENR
Division of Energy, Mineral and Land Resources
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Dollar General — Longwood
Stormwater Project No SW8 140604
NT Project No 14014
Dear Mr Pusey,
1429 Ash Little River Road
Ash NC 28420
[phone]
[phone] Fax
J Phillip Norris PE
ECEIVE
JUL 2 y 2014
BY
In response to your July 21, 2014 comments, we offer the following responses
XA note has been added to the grading sheet that indicates that no wetlands exist
within the project area
✓2 The spelling error has been corrected
The requested vegetated shelf note has been added to the pond details sheet
✓4 The temporary pool elevation has been corrected
/o The outlet structure detail has been updated to reflect our standard detail that
has been in use for over 15 years with no issue The orifice is setback from the
screen and provides for more area to flow from the screen to the orifice in the
event that debris accumulates at the outlet structure
✓ 6 The permit application page has been updated to reflect the revised site data
table on the layout plan
Please contact us if you have any questions or comments
Sincerely,
NORRIS 8r TUNSTALL
CONSULTING ENGINEERS, P C
e
h K Bland, P E
h 14014 07 24 14 s sw response Itr
cc Mr Rich Smith / Par 3 Development Group, LLC
NCBELS License C 3641

ALT420.1AWWA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 21, 2014
Par 3 Development Group LLC
Brian R Clodfelter, Manager
2860 B NC Hwy 5
Aberdeen, NC 28315
Subject Request for Additional Information
Stormwater Project No SW8140604
Dollar General - Longwood
Brunswick County
Dear Mr Clodfelter
John E Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for Dollar
General — Longwood on June 13 2014 A preliminary in-depth review of that information has determined that the
application is not complete The following information is needed to continue the stormwater review
I Please either delineate all wetlands on site, coastal and non -coastal, disturbed or undisturbed, or note on the
plans that none exist
2 Change spelling error on note 3 of grading plan so it reads " measures at construction completion "
3 We recommend mcludmg the following language in the notes about the vegetated shelf planting "Wet
detention basin shall incorporate a minimum of three (3) species of shallow water emergent plants and shallow
land plants on the vegetated shelf
4 Pond section detail plan should include the temporary pool elevation of 44 7 feet as per your calculations and
Supplement
5 The outlet structure detail shows an orifice pipe with a small screen over it Normally, the orifice pipe is
designed with a downtumed elbow to prevent trash clogging, as shown in the BMP manual Please explain the
reason for using this type of onfice assembly or revise the detail if needed
6 The site data table on the layout plan does not match the permit application for built -upon area, etc Please
revise
Please remember that a change to one number may have a dommo effect on other numbers Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout
Please note that this request for additional information is in response to a preliminary review The requested information
should be received in this Office prior to August 20, 2014, or the application will be returned as incomplete The return of a
project will necessitate resubmission of all required items, including the application fee
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter The request must indicate the date by which you expect to
submit the required information The Division is allowed 90 days from the receipt of a completed application to issue the
permit
Division of Energy Mineral and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 (910) 796 72151 Fax [phone]

Mr Brian R Clodfelter
July 21 2014
Stormwater Application No SW8140604
The construction of any impervious surfaces other than a construction entrance under an approved Sedimentation Erosion
Control Plan, is a violation of NCGS 143 215 1 and is subject to enforcement action pursuant to NCGS 143 215 6A
Please reference the State assigned project number on all correspondence Any original documents that need to be revised
have been sent to the engineer or agent All original documents must be returned or new originals must be provided Copies
are not acceptable If you have any questions concerning this matter please feel free to call me at [phone] or email me
at steven pusey@ncdenr gov
Sincerely,
Steve G Pusey
Environmental Engineer
GDS/sgp G \WQ\Shared\Stormwater\Permits & Prolects\2014\140604 HD\2014 07 addmfo 140604
cc Phil Norris, PE — Norris & Tunstall Consulting Engineers, PC
Wilmington Regional Office Stormwater File
Page 2 of 2

CasmL, Jo
From Casmer Jo
Sent Tuesday June 17 2014 9 39 AM
To 'bclodfelter@rhetsoncos com' 'Phil Noms'
Subject Dollar General Longwood Stormwater Permit SW8 140604
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) received the
Stormwater Pernut Application and $505 00 fee on June 13, 2014 Your project will be assigned to a staff member and you
will be notified if additional information is needed Please be advised that the construction of built -upon area may not
commence until the Stormwater Permit is issued
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Lawand may be disclosed to third
parties

Project Name
Project Location
.e
rcewew L necrtn7L
Received Date
Accepted Date
Rule(s) LJ2008 Coastal ❑1995 Coastal Phase II (WiRO) �Universal El1988 Coastal
Type of Perm New)or Mod or PR mg Permit # (Mod or PR) F1 PE Cert on File?
Density HD,-- or LD - Type Commercial r_ -Residential ---- - �NCG — -- -
% _❑(% OK7) Stream s �SA Map ❑Offsite to SW8
Subdivided? Subdivision or Single Lot ORW Map Exempt
Paperwork Emaded Engineer on
pplement(s) (1 original per BMP) BMP Type(s)
:fc& M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
ppl"cation with correct/origin I si natures ee
❑Corp or LLC Sig Auth r SoS or letter Emad Address Design Engineer
05 (within 6mo) ad Address Oef p��
i s Report with SHWT Note to Reviewer
alculations (signed/sealed)
nNo obvious errors
MDensity includes common areas, etc
Deed Restrictions, if subdivided
& Notarized
u —
Plans
Sets etads (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading ❑Wetlands Delineated or No Wetlands
ity Map yout (proposed BUA dimensions)
Otgg�end MDA Maps El Project Boundaries
\\
tion
Wet Pond
Offsite
Is Report
Soils Report
�PE Cert for Master Lot #
NT
SHWT
Deed Rest for Master Lot # Matches Master
:tom
PP
BUA Permitted (Master) sf
ited
BUA Proposed (Offsite) sf
nal Information
__� n_.._.......1 Dmnncad
BUA (sf)
rC11III LLcu-1-----
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

NORMS & TUNSTALL
CONSULTING ENGINEERS PC
1127 Floral Parkway
Suite 400
Wilmington NC 28403
[phone]
[phone] Fax
John S Tunstall PE
June 10, 2014
Ms Jo Casmer
NC DENR
Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Submittal
Dollar General - Longwood
Brunswick County, NC
N&T Project No 14014
Dear Ms Casmer
1429 Ash Little River Road
Ash NC 28420
[phone]
[phone] Fax
J Phillip Norris PE
Enclosed are two (2) sets of plans for the above referenced project, one (1) set of
calculations, one (1) copy of the Stormwater Narrative, one (1) USGS map, one (1)
copy of the soils / infiltration system report, one (1) copy of the deeds, one (1) copy of
the Articles of Organization, the original Stormwater Management Permit application
the original Wet Detention Basin Supplement form the original Wet Detention Basin
Operation and Maintenance Agreement and a $505 00 check for the permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P C
,' 1/ 7�a
oseph K Bland, E I
B/neh
14014 06 10-14 s sw lit
iECEevi
JUN 13 2014
BY
Enclosures
cc R Smith / Par 3 Development Group, LLC
NCBELS License C-3641

Date
Design
NORMS & TUNSTALL Wilmington NC
Sheet
S/6/1/+
J4,(�
—CONSULTING ENGINEERS PC— Brunswick County NC
Of
Check
Job
For
Job No
jeN
j�jllAiZ
GtENC^QAI� — La W9✓(i
S�DZrLtvWliL`YL�' f�L �-tc�s
14-�I
SjU t In7po1r-2- i ex20�iio,4 Ganes ot< G.�t��5
Fi> - -rA -
�11�K►- �L - 1-ot-c� IA9��
u
ECGI V
JUN 13 2014
BY

I
6/10/2014
WET DETENTION BASIN CALCULATIONS
Proiect Name Dollar General Longwood N&T No 14014
Contact Person J Phillip Noms P E Phone 910? 343-9653
For projects with multiple basins specify which basin this worksheet applies to DA # 1
Description
1 year 24-hour ram event D, yr
TSS Removal Rate
Drainage Area DA =
Pre-existing Impervious Area =
Pre-existing Overall % Impervious Ip„ _
Proposed Impervious Area =
Post Development Pervious Area =
Post Development Overall % Impervious
Within 0 5 mile & drain to SA waters?
Design Rainfall Depth Dr 5 =
Design Rainfall Depth D1YR =
Pre-Devolpoment Runoff Volume factor Rvp,e =
Post Devolpoment Runoff Volume factor Rvp„t =
1 5 Post Dev Runoff Volume V 15 p,n=
1 Yr Pre Dev Runoff Volume V iyr pr,=
1 Yr Post-Dev Runoff Volume V 1w pp,r =
Required Storage Volume =
T Elevation
al -Permanent Pool Elevation
at Permanent Pool surface area
Temporary Pool Elevation
Temporary Pool Surface Area
led Storage Volume =
Units Notes
3 57 inches
90 00 %
1 11 ac
023 ac
0 20 %
8247 %
Volume
n
USE FIRST 1 51NCH
150
in
367
in
005
inln
Rvpr, = 0 05 + 0 009`lpr,
079
m!n
Rvpp,r = 0 05 + 0 009'Ippsr
4 803 13
ft'
V 1 5 p„r=3630'131 5'Rvp„r DA
768 94
ft'
V 1 yr pre = 3630'D, y,*Rv,.*DA
11 75165
ft'
V I yrp„r=3630`Dr yr'Rvpp,,`DA
4 80313
ft'
Post Dev @ 15 inch Rainfall Depth
43 50
ft
4400
ft
OKI
OKI Provided V > Required V
Peak Flow Calculations (Rational Method)
value pre -development
value - impervious surface
value post -developed
: = Time of Concentration
:pth @ Tc & 1 yr = d
tensity Peak 1 YR= I
e-development runoff rate (rational method)
)st-development runoff rate (rational method)
020
min
inches
m/hr
its Qp,e Cpre x I x DA
its Qpp,r=Cops x I x DA
095
082
500
015
1 80
040
164
H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Stone Water\14014 DWQ Wet Detention Basin 6 10 14

6/10/2014
ibrned (Above Normal Pool)
net Permanent Pool
of Vegetated Shelf
iporary Pool Required State Storage
of Pond
Pond Volume (Excluding Forebay)
Pond Bottom (Volume Ignored)
nent Removal
in of Vag Shelf
at Pool
y Volume (Excluding Main Pond)
r Bottom (Volume Ignored)
nt Removal
Pool
anent Pool Volume = Main + Forebay
Pond Volume = Top to Normal + Main to
nent Removal + Forebay to Sediment Removal
int Forebay Volume (18 22% Required)
Permanent Pool Area
Permanent Volume
Average Depth
Elevation msl
Area (sq
Increm V Accum V (cf)
4400
6 107 00
4450
8 1" 00
3 562 75
3 562 75
4470
8 585 00
1 672 90
5 235 65
4550
9 555 00
7 256 00
1 12 491 65
Elevation msl
Area (sO I Increm V Accum V
3400
93300
3600
4350
2 747 00
13 800 00
13 800 00
4400
4 281 00
1 757 001
15 557 00
Elevation msl
Areas Increm V Accum V (cf)
39 00
79500
41001
4400
1 1 8 6001
3 931 50 1 3 931 50
19 488 50 1cf
3198015 cf
20 2% IOKI
Average Depth & Required Surface Area
61070o Isf
19 488 50 cf
319 Ift
Rounded Avg Depth = 3 00 ft
SA/DA # from Green Sheet of Interpolated values for Coastal Region
SA/DA at specified % impervious & 9 79 ft 90% TSS removal NO VFS Req
rounded average depth=
Required Surface Area = 4 748 15 sf
Provided Surface Area = 1 6,10700 Isf OKI
Drawdown Calculations
Drawdown Onfice
Avg Head = 1/3 of Flood Pool Elev
Co = Coefficient of Discharge
Drawdown Time =
Internal Diameter =
Drawdown Time =
Intemal Diameter =
Avg Internal Diameter=
Design Orifice Diameter =
Design Drawdown rate
Design Drawdown time
ft
days
s
It
in
days
s
ft
in
in
in OKI
ft
cis
days
023
060
200
172 800
012
148
500
432 000
008
094
1 21
1 00
001
001
478
H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\14014 DWQ Wet Detention Basin 6-10-14

6/10/2014
WET DETENTION BASIN SUPPLEMENT
Project Name Dollar General - Longwood N&T No
Contact Person J Phillip Norris P E Phone
For projects with multiple basins specify which basin this worksheet applies to
Elevations
Basin Bottom Elevabon
Sediment Removal Elevation
Bottom of Vegetated Shelf
Normal Pool Elevation
Top of Vegetated Shelf
Temporary Pool Elevation
Top of Pond
Areas
Sediment Removal Surface Area
Bottom of Vegetated Shelf Surface Area
Normal Pool Surface Area
Top of Vegetated Shelf Surface Area
Temporary Pool Surface Area
Drainage Area
Impervious Area
Volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other joarameters
Design Rainfall
Design TSS Removal
Impervious %
Rounded Average Depth
SA/DA
Coefficient of Discharge
Average Head
Diameter of Orifice
Discharge Rate of Orfice
Drawdown Time
14014
[phone]
1
34 0 ft
(floor of the basin)
36 ft
(bottom in volume calculations)
43 50 ft
(vegetated shelf below normal pool)
44 0 ft
(elevation of low Flow onfice)
445 ft
(vegetated shelf above normal pool)
447 ft
(elevation of the discharge structure overflow)
455 ft
(Top of pond bank)
933 sq ft
(surface area @ sediement removal elevation)
2 747 sq ft
(surface area @ bottom of vegetated shelf elevation)
6 107 sq ft
(surface area @ normal pool/ low flow onfice elevation)
8 144 sq ft
(surface area @ top of vegetated shelf elevation)
8 585 sq ft
(surface area @ required state storage volume elevation)
1 113 ac
(on -site and off -site drainage to the basin)
0 195 ac
(on site and off —site drainage to the basin)
19 489 cu It (combined volume of main basin and forebay)
5 236 cu ft (volume detained above the permanent pool)
3 932 cu ft (approximately 20% of total volume)
1 5 in
90 %
(minimum 85% required)
82 47 %
(percent impervious of drainage area)
3 00 ft
(pond volume below normal pool/surface area @ normal pool)
979
(surface area to drainage are ration from D WQ table)
060
(from Table 3-8 of BMP Manual)
023 ft
(1/3 of elevation difference between temporary & normal pools)
1 00 in
(sized to meet 2 to 5 day draw down requirement)
001 cfs
(discharge rate of required storage volume through onfice)
4 78 days
(must be between 2 to 5 days)
H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Stone Water\14014 DWQ Wet Detention Basin 6-10
14

1S
Pre
In
3S
��/
Post Dev
Wet Detention Pond
Subcat Reach Llnk

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 111 24-hr 1 YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Time span=0 00-24 00 hrs dt=0 01 hrs, 2401 points
Runoff by SCS TR-20 method UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S Pre Runoff Area=48 500 sf Runoff Depth>2 02"
Tc=10 0 min CN=83 Runoff=2 31 cfs 0 188 of
Subcatchment 3S Post Dev Runoff Area=48 500 sf Runoff Depth>3 13"
Tc=5 0 min CN=95 Runoff--3 97 cfs 0 291 of
Pond 1P Wet Detention Pond Peak Elev=44 80' Storage=6 119 cf Inflow=3 97 cfs 0 291 of
Primary=1 74 cfs 0 170 of Secondary=0 00 cfs 0 000 of Outflow=l 74 cfs 0 170 of

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 11124-hr 1 YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
LI..J--l�111'Li� 9 `, 1 -I- . 1� U-1--/ All C-4.. C-1../. 1 1 , n/A/ 111A A
Subcatchment 1S Pre
Runoff = 2 31 cfs @ 12 14 hrs, Volume= 0 188 of Depth> 2 02'
Runoff by SCS TR-20 method UH=SCS Time Span= 0 00-24 00 hrs dt= 0 01 hrs
Type III 24-hr 1 YR Rainfall=3 70"
Area (sf) CN Description
38 583 79 Woods/grass comb Good HSG D
9 917 98 Existing Paved parking & roofs
48,500 83 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
100 Direct Entry,
Subcatchment 1S Pre
Hydrograph
2 31 C%
Type III 24-hr 1 YR
2 Rainfall=3 70"
Runoff Area=48,500 sf
Runoff Volume=0 188 of
Runoff Depth>2 02"
Tc=10 0 min
CN=83
o-
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
—Runoff

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 111 24-hr 1 YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Subcatchment 3S Post Dev
Runoff = 3 97 cfs @ 12 07 hrs Volume= 0 291 of Depth> 3 13"
Runoff by SCS TR-20 method UH=SCS, Time Span= 0 00-24 00 hrs dt= 0 01 hrs
Type III 24-hr 1 YR Rainfall=3 70"
Area (sf) CN Description
40,000 98 Paved parking & roofs
8,500 80 >75% Grass cover Good HSG D
48 500 95 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
50 Direct Entry,
Subcatchment 3S Post Dev
Hydrograph
4
3 97 cfs
Type III 24-hr 1 YR
Rainfall=3 70"
3- Runoff Area=48,500 sf
Runoff Volume=0 291 of
2 Runoff Depth>3 13"
Tc=5 0 min
CN=95
0-
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
—Runoff

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 11124-hr f YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
Pond 1P Wet Detention Pond
Inflow Area = 1 113 ac Inflow Depth > 3 13" for 1 YR event
Inflow = 3 97 cfs @ 12 07 hrs Volume= 0 291 of
Outflow = 1 74 cfs @ 12 24 hrs, Volume= 0 170 af, Atten= 56% Lag= 9 9 min
Primary = 1 74 cfs @ 12 24 hrs Volume= 0 170 of
Secondary = 0 00 cfs @ 0 00 hrs Volume= 0 000 of
Routing by Stor-Ind method Time Span= 0 00-24 00 hrs dt= 0 01 hrs
Peak Elev= 44 80' @ 12 24 hrs Surf Area= 8,709 sf Storage= 6 119 cf
Plug -Flow detention time= 204 8 min calculated for 0 170 of (58% of inflow)
Center -of -Mass det time= 99 4 min ( 874 6 - 775 2 )
Volume Invert
Avail Storage Storage Description
#1 44 00'
12 492 cf Above Normal Pool (Prismatic) Listed below (Recalc)
Elevation Surf Area Inc Store Cum Store
(feet)
(sq-ft) (cubic -feet) (cubic -feet)
4400
6 107 0 0
4450
8 144 3 563 3 563
4470
8 585 1 673 5 236
4550
9,555 7,256 12,492
Device Routing
Invert Outlet Devices
#1 Primary
43 00' 15 0" x 220 0' long Outlet Culvert to NCDOT Junction Box
RCP square edge headwall Ke= 0 500
Outlet Invert= 42 00' S= 0 0045 T Cc= 0 900
n= 0 013 Concrete pipe bends & connections
#2 Device 1
44 00' 1 0' Vert NCDENR Orifice C= 0 600
#3 Device 1
4470 4 00' x 4 00' Horiz Top of Box Limited to weir flow C= 0 600
#4 Secondary
45 25' 20 0 long x 10 0 breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 1 40 1 60
Coef (English) 2 49 2 56 2 70 2 69 2 68 2 69 2 67 2 64
Primary OutFlow Max=1 73 cfs @ 12 24 hrs HW=44 80' TW=43 00' (Fixed TW Elev= 43 00')
t1=Outlet Culvert to NCDOT Junction Box (Passes 1 73 cfs of 4 76 cfs potential flow)
12=NCDENR Orifice (Orifice Controls 0 02 cfs @ 4 2 fps)
3=Top of Box
(Weir Controls 171 cfs @ 1 0 fps)
endary )ow
Max=O 00 cfs 0 00 hrs HW=44 00' (Free Discharge)
4 EmergencySpillway
( Controls 0 00 cfs)

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 111 24-hr 1 YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Pond I Wet Detention Pond
Hydrograph
Inflow Area=1 113 ac
Peak Elev=44 80'
Storage=6,119 cf
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
— Inflow
— Outflow
— Pnmary
— Secondary

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 11124-hr 1 YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
Hydrograph for Pond 1 P Wet Detention Pond
Time Inflow Storage Elevation Outflow Primary
000
000
0
4400
000
000
000
050
000
0
4400
000
000
000
1 00
000
0
4400
000
000
000
1 50
000
0
4400
000
000
000
200
000
0
4400
000
000
000
250
000
0
4400
000
000
000
300
000
0
4400
000
000
000
350
000
5
4400
000
000
000
400
001
18
4400
000
000
000
450
001
37
4401
000
000
000
500
002
65
4401
000
000
000
550
002
100
4402
000
000
000
600
003
143
4402
000
000
000
650
003
196
4403
000
000
000
700
004
263
4404
000
000
000
750
005
346
4406
000
000
000
800
006
445
4407
000
000
000
850
008
567
4409
001
001
000
900
Oil
725
4411
001
001
000
950
013
922
4414
001
001
000
1000
015
1161
4418
001
001
000
1050
020
1 457
4422
001
001
000
11 00
025
1 839
4428
001
001
000
1150
041
2389
4435
001
001
000
1200
265
4,304
4459
002
002
000
1250
076
5,883
4478
110
110
000
1300
032
5 553
4474
039
039
000
1350
025
5 479
4473
028
028
000
1400
021
5 444
4472
022
022
000
1450
018
5 420
4472
019
019
000
1500
016
5 404
4472
017
017
000
1550
013
5 383
4472
015
015
000
1600
Oil
5 360
4471
012
012
000
1650
010
5 343
4471
010
010
000
1700
009
5 331
4471
009
009
000
1750
008
5 321
4471
008
008
000
1800
007
5,311
4471
007
007
000
1850
006
5,304
4471
007
007
000
1900
006
5 300
4471
006
006
000
1950
006
5 297
4471
006
006
000
2000
005
5 294
4471
006
006
000
2050
005
5 291
4471
005
005
000
21 00
005
5 289
4471
005
005
000
21 50
005
5 286
4471
005
005
000
2200
004
5 284
4471
005
005
000
2250
004
5 282
4471
004
004
000
2300
004
5 280
4471
004
004
000
2350
004
5 277
4470
004
004
000
2400
004
5 273
4470
004
004
000

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type /// 24-hr 1 YR Rainfall=3 70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Stage -Area -Storage for Pond 1 P Wet Detention Pond
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
4400
6 107
0
4402
6 188
123
4404
6 270
248
4406
6 351
374
4408
6 433
502
4410
6 514
631
4412
6 596
762
4414
6 677
895
4416
6 759
1 029
4418
6 840
1 165
4420
6 922
1 303
4422
7 003
1 442
4424
7 085
1 583
4426
7 166
1 726
4428
7 248
1 870
4430
7 329
2016
4432
7 411
2 163
4434
7,492
2 312
4436
7 574
2 463
4438
7 655
2 615
4440
7 737
2 769
4442
7 818
2 924
4444
7 900
3 081
4446
7 981
3 240
4448
8 063
3 401
4450
8 144
3 563
4452
8 188
3,726
4454
8 232
3,890
4456
8 276
4 055
4458
8 320
4 221
4460
8 365
4 388
4462
8 409
4 556
4464
8 453
4 725
4466
8 497
4 894
4468
8 541
5 064
4470
8 585
5 236
4472
8,609
5 408
4474
8,634
5 580
4476
8,658
5 753
4478
8 682
5 926
4480
8,706
6 100
4482
8 730
6 275
4484
8 755
6 449
4486
8 779
6 625
4488
8 803
6,801
4490
8 827
6 977
4492
8 852
7 154
4494
8 876
7 331
4496
8 900
7 509
4498
8 924
7 687
4500
8 949
7 866
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
4502
8 973
8 045
4504
8 997
8 225
4506
9 022
8 405
4508
9 046
8 585
4510
9 070
8 767
4512
9 094
8 948
4514
9119
9130
4516
9 143
9 313
4518
9 167
9 496
4520
9 191
9,680
4522
9 215
9 864
4524
9 240
10,048
4526
9 264
10 233
4528
9 288
10 419
4530
9 312
10 605
4532
9 337
10,791
4534
9 361
10 978
4536
9 385
11 166
4538
9410
11,354
4540
9 434
11 542
4542
9 458
11 731
4544
9 482
11 921
4546
9 507
12 110
4548
9 531
12 301
4550
9,555
12,492

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 111 24-hr 10 YR Rainfall=7 00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Time span=0 00-24 00 hrs dt=0 01 hrs, 2401 points
Runoff by SCS TR-20 method UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S Pre Runoff Area=48 500 sf Runoff Depth>5 02"
Tc=10 0 min CN=83 Runoff=5 64 cfs 0 466 of
Subcatchment 3S Post Dev
Runoff Area=48,500 sf Runoff Depth>6 40'
Tc=5 0 min CN=95 Runoff--7 80 cfs 0 594 of
Pond 1P Wet Detention Pond Peak Elev=44 99 Storage=7 774 cf Inflow--7 80 cfs 0 594 of
Pnmary=5 04 cfs 0 472 of Secondary=0 00 cfs 0 000 of Outflow=5 04 cfs 0 472 of

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOODX14014 CALCS\Storm Water\
14014 Pre -Post Type 11124-hr 10 YR Rainfall=7 00"
Prepared by Norris & Tunstall Consulting Engineers
Pond 1P Wet Detention Pond
Inflow Area =
1 113 ac,
Inflow Depth > 6 40"
for 10 YR event
Inflow =
7 80 cfs @
12 07 hrs Volume=
0 594 of
Outflow =
5 04 cfs @
12 15 hrs Volume=
0 472 of Atten= 35%, Lag= 5 0 min
Primary =
5 04 cfs @
12 15 his Volume=
0 472 of
Secondary =
0 00 cfs @
0 00 hrs Volume=
0 000 of
Routing by Stor-Ind method Time Span= 0 00-24 00 hrs dt= 0 01 hrs
Peak Elev= 44 99' @ 12 15 hrs Surf Area= 8 936 sf Storage= 7 774 cf
Plug -Flow detention time= 142 1 min calculated for 0 472 of (79% of inflow)
Center -of -Mass det time= 65 5 min (824 1 - 758 6 )
Volume Invert
Avail Storage Storage Description
#1 44 00'
12 492 cf Above Normal Pool (Prismatic) Listed below (Recalc)
Elevation Surf
Area
Inc Store Cum Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
4400
6,107
0 0
4450
8 144
3 563 3 563
4470
8 585
1 673 5 236
4550
9,555
7 256 12,492
Device Routing
Invert
Outlet Devices
#1 Primary
43 00'
15 0" x 220 0 long Outlet Culvert to NCDOT Junction Box
RCP, square edge headwall Ke= 0 500
Outlet Invert= 42 00' S= 0 0045 7 Cc= 0 900
n= 0 013 Concrete pipe bends & connections
#2 Device 1
44 00'
10" Vert NCDENR Orifice C= 0 600
#3 Device 1
44 70'
4 00' x 4 00' Honz Top of Box Limited to weir flow C= 0 600
#4 Secondary
45 25'
20 0' long x 10 0' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 140 1 60
Coef (English) 2 49 2 56 2 70 2 69 2 68 2 69 2 67 2 64
Primary OutFlow Max=5 04 cfs @ 12 15 hrs HW=44 99' TW=43 00' (Fixed TW Elev= 43 00')
t 1=Outlet Culvert to NCDOT Junction Box (Barrel Controls 5 04 cfs @ 4 1 fps)
�2=NCDENR Orifice (Passes < 0 03 cfs potential flow)
3=Top of Box (Passes < 8 15 cfs potential flow)
econdary OutFlow Max=O 00 cfs @ 0 00 hrs HW=44 00' (Free Discharge)
Emergency Spillway ( Controls 0 00 cfs)

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type /// 24-hr 10 YR Rainfall=7 00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
3
2
Pond 1 P Wet Detention Pond
Hydrograph
Inflow Area=1 113 ac
Peak Elev=44.99'
Storage=7,774 cf
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
— Inflow
—outflow
— Primary
— Secondary

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type /// 24-hr 25 YR Rainfall=8 01 "
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Time span=0 00-24 00 hrs dt=0 01 hrs, 2401 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S Pre Runoff Area=48 500 sf Runoff Depth>5 98"
Tc=10 0 min CN=83 Runoff=6 66 cfs 0 555 of
Subcatchment 3S Post Dev Runoff Area=48,500 sf Runoff Depth>7 41
Tc=5 0 min CN=95 Runoff=8 96 cfs 0 687 of
Pond 1 P Wet Detention Pond Peak Elev=45 06 Storage=8,393 cf Inflow=8 96 cfs 0 687 of
Primary=5 14 cfs 0 565 of Secondary=0 00 cfs 0 000 of Outflow=5 14 cfs 0 565 of

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type /// 24-hr 25 YR Rainfall=8 01 "
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Pond 1 P Wet Detention Pond
Inflow Area = 1 113 ac Inflow Depth > 7 41" for 25 YR event
Inflow = 8 96 cfs @ 12 07 hrs Volume= 0 687 of
Outflow = 5 14 cfs @ 12 17 hrs, Volume= 0 565 of Atten= 43% Lag= 6 0 min
Primary = 5 14 cfs @ 12 17 hrs Volume= 0 565 of
Secondary = 0 00 cfs @ 0 00 hrs Volume= 0 000 of
Routing by Stor-Ind method Time Span= 0 00-24 00 hrs dt= 0 01 hrs
Peak Elev= 45 06' @ 12 17 hrs Surf Area= 9 020 sf Storage= 8 393 cf
Plug -Flow detention time= 133 1 min calculated for 0 565 of (82% of inflow)
Center -of -Mass det time= 62 3 min (817 9 - 755 6 )
Volume Invert
Avail Storage Storage Description
#1 44 00'
12 492 cf Above Normal Pool (Prismatic) Listed below (Recalc)
Elevation Surf
Area
Inc Store Cum Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
4400
6 107
0 0
4450
8 144
3 563 3 563
4470
8 585
1,673 5 236
4550
9,555
7,256 12 492
Device Routing
Invert
Outlet Devices
#1 Primary
43 00'
15 0" x 220 0' long Outlet Culvert to NCDOT Junction Box
RCP square edge headwall Ke= 0 500
Outlet Invert= 42 00' S= 0 0045'/' Cc= 0 900
n= 0 013 Concrete pipe bends & connections
#2 Device 1
44 00'
10" Vert NCDENR Orifice C= 0 600
#3 Device 1
44 70'
4 00' x 4 00' Honz Top of Box Limited to weir flow C= 0 600
#4 Secondary
45 25'
20 O' long x 10 O' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 140 1 60
Coef (English) 2 49 2 56 2 70 2 69 2 68 2 69 2 67 2 64
PrimaryOutFlow Max=5 14 cfs @ 12 17 hrs HW=45 06' TW=43 00' (Fixed TW Elev= 43 00')
L1=Outlet Culvert to NCDOT Junction Box (Barrel Controls 5 14 cfs @ 4 2 fps)
12=NCDENR Orifice (Passes < 0 03 cfs potential flow)
3=Top of Box (Passes < 11 24 cfs potential flow)
econdary OutFlow Max=O 00 cfs @ 0 00 hrs HW=44 00' (Free Discharge)
=Emergency Spillway ( Controls 0 00 cfs)

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type /// 24-hr 25 YR Ralnfa0=8 01 "
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
10
9
8
6
1
Pond 1 P Wet Detention Pond
Hydrograph
Inflow Area=1.113 ac
Peak Elev=45 06'
Storage=8,393 cf
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Time (hours)
15 16 17 18 19 20 21 22 23 24
— Inflow
Outflow
Pnmary
Secondary

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 11124-hr 100 YR Rainfall=10 00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HVdroCAD Software Solutions LLC 6/10/2014
Time span=0 00-24 00 hrs, dt=0 01 hrs, 2401 points
Runoff by SCS TR-20 method UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S Pre Runoff Area=48 500 sf Runoff Depth>7 89"
Tc=10 0 min CN=83 Runoff--8 67 cfs 0 732 of
Subcatchment 3S Post Dev Runoff Area=48 500 sf Runoff Depth>9 39"
Tc=5 0 min CN=95 Runoff --I l 24 cfs 0 871 of
Pond 1 P Wet Detention Pond Peak Elev=45 21' Storage=9 814 cf Inflow=11 24 cfs 0 871 of
Primary=5 36 cfs 0 749 of Secondary=0 00 cfs 0 000 of Outflow=5 36 cfs 0 749 of

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type 11f 24-hr 100 YR Rainfall=10 00"
Prepared by Norris & Tunstall Consulting Engineers
Pond 1P Wet Detention Pond
Inflow Area =
1 113 ac
Inflow Depth > 9 39"
for 100 YR event
Inflow =
11 24 cfs @
12 07 hrs Volume=
0 871 of
Outflow =
5 36 cfs @
12 21 hrs Volume=
0 749 of Atten= 52%, Lag= 8 2 min
Primary =
5 36 cfs @
12 21 hrs, Volume=
0 749 of
Secondary =
0 00 cfs @
0 00 hrs, Volume=
0 000 of
Routing by Stor-Ind method Time Span= 0 00-24 00 hrs, dt= 0 01 hrs
Peak Elev= 45 21' @ 12 21 hrs Surf Area= 9 209 sf Storage= 9 814 cf
Plug -Flow detention time= 119 6 min calculated for 0 749 of (86% of inflow
Center -of -Mass det time= 57 5 min ( 808 7 - 751 2 )
Volume Invert
Avail Storage Storage Description
#1 44 00'
12 492 cf Above Normal Pool (Prismatic) Listed below (Recalc)
Elevation Surf
Area Inc Store Cum Store
(feet)
(sq-ft) (cubic -feet) (cubic -feet)
4400
6,107 0 0
4450
8 144 3 563 3 563
4470
8 585 1 673 5,236
4550
9 555 7 256 12 492
Device Routing
Invert Outlet Devices
#1 Primary
43 00' 15 0" x 220 0' long Outlet Culvert to NCDOT Junction Box
RCP, square edge headwall Ke= 0 500
Outlet Invert= 42 00' S= 0 0045 ? Cc= 0 900
n= 0 013 Concrete pipe bends & connections
#2 Device 1
44 00' 1 0" Vert NCDENR Orifice C= 0 600
#3 Device 1
44 70' 4 00' x 4 00' Honz Top of Box Limited to weir flow C= 0 600
#4 Secondary
45 25' 20 O' long x 10 O' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 140 1 60
Coef (English) 2 49 2 56 2 70 2 69 2 68 2 69 2 67 2 64
PrimaryOutFlow Max=5 36 cfs @ 12 21 hrs HW=45 21' TW=43 00' (Fixed TW Elev= 43 00')
t1=Outlet Culvert to NCDOT Junction Box (Barrel Controls 5 36 cfs @ 4 4 fps)
�2=NCDENR Orifice (Passes < 0 03 cfs potential flow)
3=Top of Box
(Passes < 19 31 cfs potential flow)
econdary OutFlow
Max=O 00 cfs @ 0 00 hrs HW=44 00' (Free Discharge)
=Emergency Spillway
( Controls 0 00 cfs)

H \PROJECTS\2014\14014 DOLLAR GENERAL LONGWOOD\14014 CALCS\Storm Water\
14014 Pre -Post Type Ill 24-hr 100 YR Rainfall=10 00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 6/10/2014
Pond 1 P Wet Detention Pond
Hydrograph
1r
o Inflow Area=1.113 ac
9 Peak Elev=45.21'
Storage=9,814 cf
0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22
Time (hours)
Inflow
outflow
Primary
Secondary

Storm Se .0040

N&T
Page 1
Line
Drng
Inlet
Dmg
Runoff
Inlet
Tc
i
Flow
Capac
Val
Line
Line
Line
Invert
Invert
HGL
Gnd/Rim
Gnd/Rim
Cover
Cover
No
Area
ID
Area
Coeff
Time
Inlet
Rate
Full
Ave
Size
Length
Slope
Up
Dn
Jnct
El Up
El Dn
Up
On
(ac)
(ac)
(C)
(min)
(min)
(m/hr)
(cfs)
(cfs)
(ft/s)
(in)
(ff)
M
(ft)
(It)
(ft)
(ft)
(ft)
(ft)
(ft)
1
034
DI #2
034
082
50
55
723
429
1161
243
18
22500
1 22
4275
4000
4495
4525
4000
100
1 50
2
040
DI #1
040
081
50
50
723
234
410
191
15
6200
040
4300
4275
4504
4525
4525
1 00
1 25
Slig
CA
6*fi
S
L
L =
4(
50)
to ti
W=
3C(
5A)
4
�r
105
A
i.(
IoC
x
x
2rJ
C
S$
r
r
n
Project File 14014 SD Calcs 6 10 14 stm
Number of lines 2
Date 6/10/2014
NOTES Intensity = 121 80 / (Inlet time + 23 50) A 0 84 — Return penod = 10 Yrs ' Critical depth
norm Sewers

N&T
Page 1
Line
Drng
Inlet
Drng
Runoff
Inlet
Tc
i
Flow
Capac
Val
Line
Line
Line
Invert
Invert
HGL
Gnd/Rlm
Gnd/Rim
Cover
Cover
No
Area
ID
Area
Coeff
Time
Inlet
Rate
Full
Ave
Size
Length
Slope
Up
Dn
Jnct
El Up
El Dn
Up
Dn
(ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cis)
(ft/s)
(In)
(ft)
M
(ft)
(ft)
(ft)
(ft)
(ft)
(@)
(ft)
1
034
DI #2
034
082
50
55
815
485
1161
274
18
22500
1 22
4275
4000
4507
4525
4000
1 00
1 50
2
040
DI #1
040
081
50
50
815
264
410
2 15
15
6200
040
4300
4275
4519
4525
4525
1 00
1 25
Project File 14014 SO Calcs 6 10 14 stm
Number of lines 2
Date 6/10/2014
NOTES Intensity = 155 43 / (Inlet time + 26 20) ^ 0 86 Return period = 25 Yrs "` Critical depth
Storm sewers

CHART F-16
NEW YORK DOT DISSIPATER METHOD FOR USE IN DEFINED CHANNELS
(Source `Bank and Channel Lining Procedures", New York Department of
Transportation, Division of Design and Construction 1971)
Note To use the following chart you must know
1) Q full capacity
2) Qto
3) V full
4) Vio
Where Q=discharge in cfs and V = Velocity in FPS
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR CULVERT APRONS
Step 1) Compute flow velocity V. at culvert or paved channel outlet
Step 2) For pipe culverts Do is diameter
For pipe arch, arch and box culverts, and paved area channel outlets,
Do Ao, where A=cross-sectional area of flow at outlet
For multiple culverts, use Do 1 25xDo of single culvert
Step 3) For apron grades of 10% or steeper, use recommendations for next higher zone
(Zones 1 through 6)
25
20 -
5-
n�s��-�uu-®
o�vmvm
mm
�
e xx.r� I I I I
5 10 15 20 25
DIAMETER (Ft )
Source Erosion and Sediment Control Planning and Design Manual, NC Department of
NCRD, Land Quality Section, September 1988, Rev 12/93
5-38

11
CHART F-17
LENGTH OF APRON
ZONE
APRON MATERIAL
TO PROTECT
TO PREVENT SCOUR
CULVERT.
HOLE USE L2
Ll
ALWAYS
L2
t
STONE FILLING (FINE) CLASS A
3xDo
4xDo
2
STONE FILLING LIGHT CLASS B
3xDo
6xDo
3
STONE FILLING (MEDIUM) CLASS I
4xDo
8xDo
4
STONE FILLING (HEAVY) CLASS 1
4xDo
8xDo
5
STONE FILLING HEAVY CLASS 2
SxDo
lOxDo
6
STONE FILLING (HEAVY) CLASS 2
6xDo
lOxDo
7
SPECIAL STUDY REQUIRED (ENERGY
DISSIPATERS, STILLING BASIN OR
LARGER SIZE STONE)
Width -3 times pipe diameter (min)
DETERMINATION OF STONE SIZE FOR DUMPED STONE CHANNEL
i \ LININGS AND REVETMENTS
Step 1) Use figure F-18a to determine maximum stone size (e g for 12 Fps =20" or 550
lbs )
Step 2) Use figure F-18b to determine acceptable size range for stone (for 12 FPS it is
125-500 lbs for 75% of stone, and the maximum and minimum range in weight
should be 25-500 lbs )
NOTE In determining channel velocities for stone linings and revetment, use the
following coefficients of roughness
Diameter
Mannmgs
Minimum thickness
(inches)
"n"
of lining (inches)
Fine
3
0 031
9 12
Light
6
0 035
12 18
Medium
13
0 040
18 24
Heavy
23
0 044
30 36
(Channels) (Dissipaters)
Source Erosion and Sediment Control Planning and Design Manual, NC Department of NRCD,
Land Quality Section, September 1988, Rev 12/93
N511

Date Design NORRIS & TUNSTALL Wilmington NC Shete
5/811+ J►-8 —CONSULTING ENGINEERS PC — Brunswick County NC Of
Check Job For Job No
J04 LbIIA-2(�ENE124t,-" ,,may, Sc C4LG.s l4al
D Es 1t tJ NJEr rx-rt m o.4 f>0►-40 -rO 0349 us E-D A-5 A-
SEp t t�I�,-I- F3,45w ou�„� con�nx.�xarw,
"Conti- "7iMMITTC-0 ()tsr AIC4 = 2 o Rc
�
(2 �)
6.
�,,,tLF.v vtthiC
= 3259F—' C 4 rc) = 131�3 os 5P
Q '
` t4oa-tvN pa-)L = to I o'7 5F=
9

Calculate Skimmer Size
Basin Volume in Cubic Feet 3F13
Cu Ft Skimmer Size 15 Inch
Days to Drain* Days Orifice Radius 0 6 Inch[es]
Orifice Diameter 13 Inches]
In INC assume 3 days to drain
Estimate Volume of Basin Length width
Top of water surface in feet Feet VOLUME 0 Cu Ft.
Bottom dimensions in feet Feet
Depth in feet Feet

11/2" Fairc%th Skimmer® Cut Sheet
J W Faircloth & Son, Inc
www FalrclothSklmmer com
1 Vent
4 Sch 40 With RED tip Inlet a Aluminum straps
suspending inlet
coupling
c2 pvc float
connection /
Q ` 16 2
1'/z Sch 40 SOLID pvc / C ` - 6�
barrel or arm
SUPPLIED BY USER
NO inlet extension
Just the barrel
connected to the Tee
1Y: hose ssclamps
1'/2 threaded male fitting
on outlet end
Patent R 5 820 751
1'/z HEAD on
center of inlet and
orifice
16 2
Skimmer shown in
floating position
1 Skimmer can be attached to a straight 4 sch 40 pipe through the dam but the pipe may need
to be anchored to the bottom at the connection so It is secure Coupling can be removed and
hose attached to outlet using the threaded 1'/2 fitting Typical methods used on a metal
structure a steel stubout welded on the side at the bottom side with a 1'/2" threaded coupling or
reducers, on a concrete structure with a hole or orifice at the bottom, use a steel plate with a
hole cut in it and coupling welded to it that will fit over the hole in the concrete and bolted to the
structure with sealant, grout a 4" pvc pipe in a hole in the concrete to connect the skimmer
2 Dimensions are approximate, not intended as plans for construction
3 Barrel (solid, not foam core pipe) should be 14 times the depth of water with a maximum
length of 6' so the inlet can be pulled to the side for maintenance Skimmer is made for small
sediment "traps" with a maximum depth of 4' '/2 4 Inlet is 3" pipe between the straps with aluminum screen door for access to the 1" inlet and
orifice inside
5 Capacity 1,728 cubic feet per day maximum with 1'/2" inlet and 1'/2" head Inlet can be
reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for
the particular basin volume and drawdown time required
6 Shipped assembled User glues inlet extension and barrel, installs vent, cuts orifice in plug
and attaches to outlet pipe or structure Includes flexible hose, rope, orifice cutter, etc
1-51nchCut TM 11-07 November 14, 2007

-i
H• t ~
t
• . J jai � � '> n a'.•2 i .L .
a r Go
T �
� � r t i � irw 1 •,i'L � .
.� f � � Ir, •* ? ? �� ,�' � � "� art
.1 .

Hydrologic Soil Group —Brunswick County North Carolina
MAPLEGEND
MAP INFORMATION
Area of Interest (AO0
0
C
The soil surveys that comprise your A01 were mapped at 1 24 000
Area of Interest (A00
0
CID
Warning Soil Map may not be valid at this scale
Sods
O
D
Enlargement of maps beyond the scale of mapping can cause
Soil Rating Polygons
13
Not rated or not available
misunderstanding of the detail of mapping and accuracy of soil line
A
placement The maps do not show the small areas of contrasting
O
AID
Water Features
soils that could have been shown at a more detailed scale
N
Streams and Canals
B
Transportation
Please rely on the bar scale on each map sheet for map
BID
1-1-f
Rails
measurements
0
C
Source of Map Natural Resources Conservation Service
ram/
Interstate Highways
Web Soil Survey URL http //websoilsurvey nres usda gov
0
CID
�y
US Routes
Coordinate System Web Mercator (EPSG 3857)
D
�-✓,.
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
0
Not rated or not available
Local Roads
projection which preserves direction and shape but distorts
MV
distance and area A projection that preserves area such as the
Soil Rating Lines
Background
Albers equal area conic projection should be used if more accurate
~
A
®
Aerial Photography
calculations of distance or area are required
~
AID
This product is generated from the USDA NRCS certified data as of
the version date(s) listed below
+ti
B
BID
Soil Survey Area Brunswick County North Carolina
.v
Survey Area Data Version 15 Dec 20 2013
.y
C
Soil map units are labeled (as space allows) for map scales 1 50 000
..y
CID
or larger
+v
D
Date(s) aerial images were photographed Mar 7 2010—Apr 3
rer
Not rated or not available
2011
Soil Rating Points
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
O
A
imagery displayed on these maps As a result some minor shifting
p
AID
of map unit boundaries may be evident
O
B
B/D
USDA Natural Resources Web Soil Survey 4/29/2014
Conservation Service National Cooperative Sal Survey Page 2 of 4

Hydrologic Soil Group —Brunswick County North Carolina
Hydrologic Soil Group
I Hydrologic SoW Group— Summary by Map Unit —Brunswick County North Carolina (NC019)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
GoA
Goldsboro fine sandy
loam 0 to 2 percent
slopes
B
04
16 2%
Ly
Lynchburg fine sandy
loam
A/D
1 9
83 8%
Totals for Area of Interest
22
100 0%
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
USDA Natural Resources Web Soil Survey 4/29/2014
21111111i Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Brunswick County North Carolina
Rating Options
Aggregation Method Dominant Condition
Component Percent Cutoff None Specified
Tie -break Rule Higher
QSDA Natural Resources Web Soil Survey 4/29/2014
Q Conservation Service National Cooperative Soil Survey Page 4 of 4

North Carolina Secretary of State
Page 1 of 1
AfTiA/PIJ�
Account Login Register
North Cam1ha
ElaineF Marshall DEPARTMENT OFTHE
Secr7efaq SECRETARY OF STATE
PO Bmr 29M Raleigh NC 27626-0522 0191807-MO
Date 6/10/2014
Click here to
View Document Filings I File an Annual Report
J Print a Pre populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name
Name Type
NC PAR 3 DEVELOPMENT GROUP
LEGAL
LLC
Limited Liability Company Information
SOSID
1312701
Status
Current Active
Effective Date
4/16/2013
Citizenship
DOMESTIC
Duration
PERPETUAL
Annual Report Status
CURRENT
Registered Agent
Agent Name
CLODFELTER BRIAN R
Office Address
2860 B NC HWY 5
PINEHURST NC 28374
Mailing Address
2860 B NC HWY 5
PINEHURST NC 28374
Principal Office
Office Address
2860 B NC HWY 5
PINEHURST NC 28374
Mailing Address
2860 B NC HWY 5
PINEHURST NC 28374
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system Version
3328
iECE'ViE
JUN 13 2014
BY
http //www secretary state nc us/corporations/Corp aspk9Pttemld=10224660 6/10/2014

ECS
Geotechnical • Construction
Mr Rich Smith
Par 3 Development Group, LLC
2860-B NC Highway 5
Aberdeen, North Carolina 28315
LLP
Reference Report of Infiltration Testing
Ash, NC- Longwood Rd Store #15652
Ash Brunswick County, North Carolina
ECS Project No 22 20716
Dear Mr Smith
Setting the Standard for Service"
NCR 9 n EnEir n 1a FIM F fa73
C Ran t —,d _np ne., ig F m 3-39
Apn1 29, 2014
ECS Carolinas LLP (ECS) recently conducted infiltration testing for the design of the
stormwater best management practice (BMP) area at 2081 Longwood Drive in Ash,
Brunswick County, North Carolina This letter with attachments is the report of our
testing
Field Testing
On April 24, 2014, ECS conducted an exploration of the subsurface soil and
groundwater conditions at one requested location shown on the attached Test Location
Plan (Figure 1) ECS located the test area using a civil plan provided by Norris &
Tunstall Consulting Engineers The purpose of this exploration was to obtain
subsurface information of the in -place soils for the stormwater BMP area ECS
explored the subsurface soil and groundwater conditions by advancing one hand auger
boring into the existing ground surface at the requested boring location ECS visually
classified the subsurface soils and obtained representative samples of each soil type
encountered ECS also recorded the groundwater level and the seasonal high water
table (SHWT) observed at the time of the hand auger boring The attached infiltration
Testing Form provides a summary of the subsurface conditions encountered at the
hand auger boring location
The SHWT and groundwater elevation were estimated at the boring location below the
existing grade elevation A summary of the findings are as follows
LocatanZr
t n SITYVT_�= t
- groundwater sl
B-1
18 inches
Winches
ECS has conducted one infiltration test utilizing a compact constant head permeameter
near the hand auger borings In order to estimate the infiltration rate for the subsurface
soils Infiltration tests are typically conducted at two feet above the SHWT or in the
most restrictive soil horizon
lFeeiv
JUN 13 7q
9
6714 Nethedande Drive Wilmington, NC 28405 • T 910-686-91141• www ecslimited com
ECS Cepitc services PLLC ECS Caro nas LLP EC3 Central PLLC ECS FIDnda LLC ECS Mid AtlanN^ LLC ECS! ti MM LLC ECS SOWTa+ LLC ECS i exas LLP

Report of Infiltration Testing
Ash NC- I ongwood Rd Store #15652
Ash Brunswick County North Carolina
ECS Project No 22 20716
Apn129 2014
Field Test Results
Below is a summary of the infiltration test results
s �Loeatjo_n
D"esd-ription -
DeptR
` Ilnchesli,'
hour,
B-1
Tan/gray/red CLAY
15 inches
00001
Infiltration rates and SHWT may vary within the proposed site due to changes in
elevation and subsurface conditions
Closure
The activities and evaluative approaches used in this assessment are consistent with
those normally employed in assessments of this type ECS s testing of site conditions has
been based on our understanding of the project information and the data obtained during
our field activities
ECS appreciates the opportunity to provide our services to you on this project If you
have any questions concerning this report or this project, please contact us at (910) 686-
9114
Respectfully
ECS CAROLINAS, LLP
K Brooks Wall 1Kr J Stamm
Project Geologist Principal
CC Jody Bland, E I — Norris & Tunstall Consulting Engineers PC
Attachments Figure 1 - Test Location Plan
Infiltration Testing Form

Infiltration Testing Form
Ash, NC — Longwood Rd Store #15652
Ash, Brunswick County, North Carolina
ECS Project No. 22.20716
April 24, 2014
Location Depth
B-1 0-10"
10"-48"
Soil Description
Dark gray silty SAND
Tan/gray/red CLAY
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Infiltration Rate: 0.0001 per hour
Test was conducted at 15 inches below existing grade elevation
Groundwater was encountered at 36 inches below the existing grade
elevation.

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STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
Dollar General - Longwood
Brunswick County, North Carolina
For
Par 3 Development Group, LLC
2860-B NC Hwy #5
Aberdeen, NC 28315
[phone]
June 2014
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1127 Floral Parkway, Suite 400
Wilmington, North Carolina 28403
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 14014
ECEIVE
JUN 13 2014
BY:

NARRATIVE
DESCRIPTION:
The project site is a 2.04 acre tract located in Longwood, within Brunswick County.
The soils of the site consist of partially wooded clayey soils and grades ranging from 0%
to 1%. Approximately 2.0 acres will be graded to allow construction of a Dollar General
Retail Store with paved parking and paved access. The runoff from the site is estimated
using the rational method 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided along the sides of the property where stormwater
would be expected to sheet flow from disturbed areas directly to adjacent property.
Gravel check dams will not be provided unless the Contractor has to temporarily
discharge into an open ditch instead of the proposed storm drain outfall. The detention
pond will be used as a silt basin during construction and restored to its design contours
prior to completion. A gravel construction entrance will be constructed at the NC 904
entrance. Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County. Land disturbing on the site will
exceed one acre, which requires the site to comply with the County and State
Regulations. The stormwater runoff from the development will be directed to the
stormwater detention pond. The stormwater detention pond was designed to
accommodate this site at 45% impervious area lot coverage.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. The detention pond/silt basin will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall.
2. All points of egress will have construction entrances that will be periodically top -
dressed with an additional 2 inches of #4 stone to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site.
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every rain event.
Sediment will be removed from around beaver dams, dandy sacks and socks once
a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired. Swales
must be temporarily stabilized within 21 calendar days of cease of any phase of
activity associated with a swale (if applicable).
5. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half -full of sediment, no longer drains as designed or is damaged.
6. Sediment will be removed from sediment traps when the designed storage
capacity has been half filled with sediment. The rock will be cleaned or replaced
when the sediment pool no longer drains or when the rock is dislodged. Baffles
will be repaired or replaced if they collapse, tear, decompose or become
ineffective. They will be replaced promptly. Sediment will be removed when
deposits reach half the height of the 11 baffle. Floating skimmers will be inspected
and kept clean weekly.

Land Quality Requires:
7. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All slopes will be stabilized within 21 calendar days. All other areas will be
stabilized within 15 working days.
Water Quality Requires:
All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales, ditches, perimeter slopes, all slopes steeper
than 3' horizontal to 'I'vertical (3:1) and all high quality water (HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land -
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event
within fourteen (14) calendar days from the last land -disturbing activity.
Flocculants will be used to address turbidity issues. The pumps, tanks, hoses and
inject systems will be checked for problems or turbid discharges daily.
10. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at the
initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.

3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specked seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION