SW8140511_HISTORICAL FILE_20140714

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 `t6511
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZOly 01Lk
YYYYMMDD

e��
NCDENR
North Carolina Department of Environment and
Pat McCrory
Governor
July 14, 2014
Natural Resources
Mr Brian R Clodfelter, Manager
Par 5 Development Group LLC
2860-B NC HWY #5
Aberdeen, NC 28315
Subject Stormwater Management Permit No SW8140511
Dollar General — Brick Landing
High Density Commercial Constructed Wetlands Project (Class SA Waters)
Brunswick County
Dear Mr Clodfelter
John E Skvada, III
Secretary
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for Dollar General —
Brick Landing on July 7, 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 SW8 140511, dated July 14, 2014, for the construction, operation and maintenance of the BMP's
and built -upon area associated with the subject project
This permit shall be effective from the date of issuance until July 14, 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 regarding the filing fee (if a filing fee is required)
and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-
3000, or visit their website at www NCOAH com Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson in the
Wilmington Regional Office, at [phone]
Sincerely,
Tracy Davi , P E , Director
Division of Energy, Mineral and Land Resources
GDS/kpj G \WQ\Shared\Storrmwater\Permits & Projects\2014\140511 HD\2014 07 permit 140511
cc Phil Noms, PE
Inspector, Brunswick County Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

State Stormwater Management Systems
Permit No SW8140511
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Par 5 Development Group LLC
Dollar General — Bnck Landing
1351 Bnck Landing Rd, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of one (1) constructed wetland in compliance with the provisions of 15A
NCAC 2H 1000 and Session Law 2008-211 (hereafter the "stormwaterrulesl and 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 July 14, 2022 and shall be subject to the following
specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as described in
Section 19 of this permit The stormwater control has been designed to handle the runoff from 35,000
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 2,599 square feet, which is included in the
35,000 square feet total
4 The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system
A 50' wide vegetative buffer must be provided and maintained adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of both
sides of streams and rivers and the mean high water line of tidal waters
All runoff being directed into wetlands shall flow into and through those wetlands at a non -erosive velocity of
2 fps or less
The volume in excess of the design storm from the stormwater wetland must flow overland through a level
spreader and 50-foot vegetated filter stnp designed to pass the peak flow from the 10 year storm in a
diffuse, non -erosive manner
The discharge from the stormwater wetland design storm volume discharged to a level spreader and filter
strip which are capable of providing effective infiltration as shown on the approved plans
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 140511
The following design elements have been approved for this constructed wetlands stormwater facility, and
must be provided in the system at all times
DA1
a Drainage Area, acres
131
Onsite, ftz
57,200
Offsite, ftz
0
b Total Impervious Surfaces, ftz
35,000
Onsite, ftz
32,401
Future, ftz
2,599
Offsite, ftz
0
c Ponding Depth, inches
72
d Design Storm, inches
377
(SCS Discrete Method)
e Permanent Pool Elevation, FMSL
260
f Total Permitted Wetland Surface Area, ftz
10,658
Deep Pool Area, forebay portion, ftz
1,066
Deep Pool Area, non-forebay portion, ftz
1,066
Shallow Water Area, ftz
4,263
Shallow Land Area, ftz
4,263
g Permitted Temporary Storage Volume, ft3
6,836
h Temporary Storage Elevation, FMSL
265
i Pre-dev 1 r-24 hr discharge rate, cfs
217
Controlling Onfice 0"
15
k Onfice flowrate, cfs
0 027
1 Planting Plan
# of Herbaceous Plants
1,100 (shallow water)
# of Shrubs
176 (shallow land)
# of Trees
0
m Receiving Stream / River Basin
Jinn 's Branch
in Stream Index Number
15-25-2-16-1- 2
o Classification of Water Body
SA, HQW (subject to SA
II SCHEDULE OF COMPLIANCE
No person or other legal entity shall alter the approved stormwater management system, or fill in, alter, or
pipe any drainage feature, including swales, shown on the approved plans as part of the stormwater
management system, unless and until the permittee submits a modification to the permit and receives
approval from the Division
The permittee is responsible for verifying that the proposed built -upon area for the entire protect does not
exceed the allowable built -upon area
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 wntten
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
The approved 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
Page 3 of 7

State Stormwater Management Systems
Permit No SW8140511
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately 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
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 the approved plans, regardless of size
b Redesign or addition to the approved amount of built -upon area
c Further subdivision, acquisition, or sale of all or part of the project area The project area is defined
as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval
or a CAMA Major permit was sought
d Filling in, altering, or piping of any vegetative conveyance shown on the approved plan
e The construction of any future BUA designated on the application
The Director may determine that other revisions to the project should require a modification to the permit
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
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
10 Records of maintenance activities must be kept and made available upon request to authorized personnel of
the Division The records will indicate the date, activity, name of person performing the work and what
actions were taken
11 All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements The final plats for the project will be recorded showing all such required easements, in
accordance with the approved plans Access to the stormwater facilities for inspection and maintenance
shall be maintained via appropriate recorded easements at all times
12 Prior to transfer of the permit, the stormwater facilities will be inspected by the Division personnel The
facility must be in compliance with all permit conditions Any items not in compliance must be repaired or
replaced to design condition prior to the transfer Records of maintenance activities performed to date will
be required
13 The facilities shall be constructed in accordance with the conditions of this permit, the application, approved
plans and specifications, and other supporting data
14 The application form, supplement forms, 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 stormwater management
permit or the requirements of the Stormwater rules is subject to enforcement procedures as set forth in G S
143 Article 21
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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8140511
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
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
An ownership change including the sale or conveyance of the protect area in whole or in part,
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,
Bankruptcy,
Foreclosure,
Dissolution of the partnership or corporate entity,
A name change of the current permittee,
A name change of the protect,
A mailing address change of the permittee,
The permittee is responsible for compliance with all of the terms and conditions of this permit until such time
as the Director approves the transfer request
The permit may be modified, revoked and reissued or terminated for cause The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition
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
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 request at least 180 days prior to the expiration date of this
permit The renewal request must include the appropriate documentation and the processing fee
Permit issued this the 14U day of July 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy Davis, E , Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 140511
Dollar General Brick Landing
Stormwater Permit No SW8140511
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State of North Carolina,
having been authorized to observe (penodically/weekly/full time) the construction of the project,
(Protect)
for (Protect Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the protect construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

Certification Requirements
State Stormwater Management Systems
Permit No SW8 140511
Page 2 of 2
_1 The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the permitted amount of built -upon area
3 All the built -upon area associated with the protect is graded such that the runoff drains to the
system
_4 All roof drains are located such that the runoff is directed into the system
_5 The wetland zone elevations are per the approved plan
_6 The wetland is located per the approved plans
_7 A trash rack is provided on the outlet structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 31
10 The inlets are located per the approved plans and do not cause short-circuiting of the system
_11 The permitted amounts of wetland zone surface area and volume have been provided
_12 Required drawdown devices are correctly sized and located per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided
_15 The required number of wetlands plantings have been provided
cc NCDENR-DEMLR Regional Office
Inspector, Brunswick County Building Inspections
Page 7 of 7

DEMLR USE ONLY
`
Date Recei d
Fee Paid
Perm t Number
- -
DS•�
-�
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Constructs n
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
77us form stay 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 - Brick Landing
2 Location of Project (street address)
City Shallotte County Brunswick Zip 28470
3 Directions to project (from nearest major intersection)
At the intersection of NC 179 (Beach Drive) and SR 1165 (Brick Landing Road)
4 Latitude 33' 55' 6" N Longitude 78' 24' 28" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ®New ❑Modification ❑ Renewal w/ Modification+
tRenetoals untli modtfiiations also requires SWU-102 - 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 known) , and the status of
construction ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drams to an Offsite Stormwater System [-]Other
3 If this application is being submitted as the result of a previously returned application or a letter from
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 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit permits in process
Is the project located within 5 miles of a public airport? [-]No ®Yes
If yes, see 5 L 2012-200, Part VI httpJ/portal ncdenr org/web/Ir/rules-and-regulations
ECEIVE
MAY 0 9 20%
BY'
-
Form SWU-101 Version Oct 31, 2013 Page 1 of 6

III CONTACT INFORMATION
a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the project) ri
i
Applicant/Organization Par 5 Development Group L C- U. %m,W,on -0" "uAA X
Signing Official & I itle 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 ) 994-0881 Fax (910 ) 944-0882
Email Brian@Rhetsoncompames com
c Please check the appropriate box The applicant listed above is
❑ I lie property owner (Skip to Contact Information, item 3a)
❑ Lessee' (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer' (Complete Contact Information, item 2a and 2b below )
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer ("I his is the
person who owns the property that the project is located on)
Property Owner/Organization Lloyds Oyster House Inc
Signing Official &'I itle Lloyd Millliken, President
b Contact information for person listed in item 2a above
Street Address 1642 Village Point Road
City Shallotte State NC Zip 28470
Mailing Address (if applicable) P O Box 2972
City Shallotte
Phone (910 ) 231-2217
Email NA
State NC Zip 28459
Fax ( ) N/A
3 a (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person / Organization
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City
Phone
Email
State
Fax ( )
4 Local jurisdiction for building permits Brunswick County
Point of Contact
Zip
Phone # (910 ) 253-2050
MAY 0 9 26%
Form SW U-101 Version Oct 31, 2013 Pase 2 of 6

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
BY sheetflow and swales to stormwater wetland NCDENR Discharge to LVL/ VFS
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 PUDApproval 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 11— Post Construction
3 Stormwater runoff from this project drams to the Lumber River basin
4 rotai Property Area 2 acres
5 1 otal Coastal Wetlands Area 0 acres
6 Total Surface Water Area 0 acres
7 Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = I otal Project Area
2 acres
Total project area shall be calculated to exclude the following the nornal pool of Impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line Tile resultant project area is used to
calculate overall percent built upon area (BUA) Nou-coastal wetlands landward of tlne NHW (or MHW) hue may
be Included In tine total project area
8 Project percent of impervious area (Total Impervious Area / I otal Project Area) X 100 = 40 19
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormzater BMP For low density and other projects, use I for tine 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
Jmny's Branch
Stream Class *
SA, HQW
Stream Index Number *
15-25-2-16-1-(2
Total Drainage Area (sf)
57,200
On -site Drainage Area (sf)
57,200
Off -site Drainage Area sf
0
Proposed Impervious Area** (sf)
35,000
Jo Impervious Area** (total)
Im ervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Bunldmgs Lots sf)
9,100
On -site Streets (sf)
20,940
On -site Parking (sf)
On -site Sidewalks (sf)
2,361
Other on -site sf
0mAy
t
Future (sf)
2,599
Off -site (sf)
0
By
Existing BUA*** (sf)
0
Total (sf)
35,000
Stnemn Class and Index Number can be determined at lnttp //portal ncdenr org/web/wq/ps/csu/classi cationis
hnppervious area is defined as tine built upon area includuig, but not hinted to, buildings, roads, parking areas,
sidenoalks, gravel areas, etc
Report only that anount of existing BUA that will renal n after development Do not report any existing BUA that
is to be removed and zohncln will be replaced by nezo BUA
11 How was the off -site impervious area listed above determined? Provide documentation
Form SWU-101 Version Oct 31, 2013 Page 3 of 6

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 storiwater requirements as per 1 SA NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
I he applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http//portal ncdenr org web wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of 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 ncdenr org/web/wq/ws/su/statesw/forms docs The complete application package should be
submitted to the appropriate DEMLR Office (I he appropriate office maybe found by locating project on the
interactive online map at http / / portal ncdenr org/ web / wq / ws/su/ maps)
Please indicate that the following required information have been provided by imtialing 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 docs
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 Vll 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
http//wwwenvhell2or "a es/onestol2express 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
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 nfz mile of the site boundary, include the'fi
mile radius on the map
7 Sealed, signed 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 Imes
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
I Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separa {�,� /C
p Vegetated buffers (where required) LM V G
rMAY o 9 2014
BY:
Form SWU-101 Vcrsion Oct 31, 2013 Paac 4 of 6

9 Copy of any applicable soils report with the associated SH WT elevations (Please identify_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"x11" copy of the NRCS County Sods map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WIRO Schedule a site visit far DEMLR to verifij the SHWT prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book 2972 Page No 0271
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H 1003(e)
the corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http //www secretary state nc us/Corporations/CSearch asjx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form The appropriate deed
restrictions and protective covenants forms can be downloaded from http //portal ncdenr org/web/Ir/state-
stormwater-forms does Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC 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 & Tunstall Consulting Engineers, P C
Mailing Address 1127 Floral Parkway, Suite 400
City Wilmington State NC Zip 28403
Phone (910 ) 287-5900
Email pnorris@ntengmeers com
Fax (910 ) 287-5902
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
i, (print or hjpe name of person listed in Contact Information, itein 2a) Lloyd Milliken certify that i
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) Brian R Clodfelter with (print or hype name of organization listed in
Contact Information, menu la) Par 5 Development Group to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
Eceivrm
MAY 0 9 2014
BY—
Form SWU-101 Version Oct 31, 2013 Paoc 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 Stormwater 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 I will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement
action including Jki3.asses�t6egaof civil pendLies of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature Date1� Ir���
1, �1 Q ' nCu 1ye I 1 a Notary Public for the State of 46 �y �l 1 /Qf0 (. 4) County of
�hC11.VV510iCA0 do hereby certify that klo� e� Q M- It, Ken personally appeared
before me this �3ay of fnau_ 0l 4 and (acknowledge the due exe lion of the application for
a stormwater permit Witness my hand and official seal,
G� E HOk:FZ`.,:,
0MAQ%r
Jousoc =
�%K COV�
X APPLICANT'S CERTIFICATION
SEAL
My commission expires 8 Z6 / 7
1, (print of type name of person listed in Contact Information, itein la) Brian R Clodfelter
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be reco ed, and that the proposed project complies with the requirements of the
applicable stor r rules rider ANC C 2H 1000 and any other applicable state stormwater requirements
/
Signature Date -i (30 (/(q
I, _�pJ1, +I l ��C ��p a N tary Publicforthe State of �1)62, County of
on �ido hereby certify that Qn t �.D(�t -&1 personally appeared
before me thi lay of An nn aQ/ and knowledge`thq ue execution of the application for
a stormwater permit Witness my hand and official seal,AA/Az4
PH 1 SCyE�`c9
O Notory Public
Moore County
My ComrhissllO xP '
yOnTH CAa
SEAL
My commission expires U _/till i
ECEIVE~'
MAY 0 9 20%
BY
Form SWU-101 Version Oct 31, 2013 Page 6 of 6

General Data Impervious, Drainage Area and Volume
PROJECT NUMBER SWR
140511
ReVeyver
I(Johnson
DRAINAGE BASIN
Current Dat!
114 Jul 14
Original Run Date
DA Number
1
2
3
4
a
1 6
7
B
9
10
EIMP Type
VhtluM
No BMP In
DA
NO BMP In
as
NO BMP In
DA
No BMP In
DA
No BMP In
DA
NO BMP In
CIA
NO BMP In
DA
No BMP In
DA
No BMP In
DA
Receiving Sm in m
urano Donn
SVeam Ilex
fS3S3161
Class
SA NOW
Method used to tleteRllme required VOUTei
6C6
Pleaae select
Please Select
Pleau Select
Pleaae belts
Please SelM
Please select
Please 6elect
Pleax Select
Please select
Simple McMod Design Storm P, in
(II the Proieq or euNM Is SA or i1 Want Data for (cm{umon to SCS Volume RpulrM)
377
Simple Mehod Design Storm of Old Rule in
(II My of are PtgM ordinary PetmI1M Under an Oki Rule SUM» 1 (y)
it to old Me. lO UKtl l to aveabneeof . for .1it a
10
SCS Discrete(TR 55) Mehod Design Storm Pmo,M,t„ in
377DO
Proect is Subject to SAo
Y
Reaae Select
Please selectPlease
Select
Please Select
Please Senior
Pro. 5eIM
Please ..'roofPlea-5eIM
ReamSelect
Percentlmpervious per DA
61 19%
SCS Discrete (TR 55) Method Can Disconnected Impervious Area Be
sited WithPrvi Pervious Area in This CA under W%'u
IIICom
Volume That Is Required fly
IVdure it=eMx W aomptr MMV "ON SCS Madge If SCS Armed for SA, containerB
Seam Y✓. Sm N1 S... its eI VChIn!
000
Simple Method Volume Summary
Simple Mehod S SA
2008 Rule Greater of 15 or 1 24hr RV ost . Old Rule 1 5
9 896
Simple Method B non SA
2WE) Rule 1 5 Old Rule 10
4295
SCS Discrete TR 55 Volume Summary,
SCS Discrete R 55 B SA
6 000
SCS Discrete R 55 8,4 e^
ImperviousAref, "
0
0
0
0
0
0
0
0
0
Proposed Impervious, ALL IMPERVIOUS Total ft 35000
Onsite Buildings
9100
Oneto Smaller
20 940
Onsite Parkm
0
Ons to Sidewalks
2 381
Onste Outer
0
Future
2 599
OBsrta
0
Bussing
0
Previously Permitted Impervious Old Rule fta
0
0
0
0
0
0
0
0
0
0
Onsde Buildings
0
Omits Smams
0
Ornate Parlmg
0
Onsite Sidewalks
0
Onste Outer
0
Futum
0
Oftsde
0
E,dodsnq
0
Proposed Impervious Subject to 2008IPhII Rule R 35000
Claimants Areax
Drain eArea Total n 57200
0
0
0
0
0
0
0
0
0
Onsite ftT
57200
Bs Orte ft
0
Previous Reminders Drainage Ama OW Rule IrT
0
0
0
0
0
0
C
0
0
0
Onsite fl 0
ORsrte ft
0
Proposed DA (Being Added By M5 Mod) f
7 2W
Drainage Area Subed to Old Rule fls
0
of
01
0
0
0
0
0
0
0
Dralna eArea Subject to New Rule flT
57200
SCS Discrete TR-BB Meehod Dralroup, Area Cheek'
h 572W
A,,,m R'
0
A_ . it'
57 200
Aim=Al._1 . fl 57000
A. on fi'
35 000
Awaa ft'
22000
Do Me Areas Add Up Per Drainage Area (Does At„=A tv,)7
cnea o e,an
Volume Required SIm le Method Da0 Y4.
Volume Required Old Rule Its
0
RVNy o.ao an, Old Rule
Volume Required 2"Rule ft3
98M
RVR. o..aePe., 2008 Rule
005
005
005
006
005
005
005
005
005
005
RVPa, o,wm.. 2" Rule
060
Volume Required, r ft3
4295
0
0
0
0
0
0
0
0
0
Volume Requm dlnM„ flu
9 896
0
0
0
01
D
0
0
0
0
Volume Calculations Pagel/3

General Data Impervious, Drainage Area and Volume
PROJECT NUMBER SWB
1IM511
Revievi er
jKlohnson
DRAINAGE BASIN
Current Date
114 Jul 34
Original Run Date
DA Number
1
2
3
4
6
1 6
T
B
1 9
10
BMP Type
WetleM
No BMP In
No BMP In
No BMP In
No EMPIn
No BMP In
No BMP In
No BMP In
No BMP In
No BMP In
Volume Required SCS Discrete TR-66 Mamod Deta�tw
SCS Discrete (TR 65) Method Volume Required (prelpost),
V pV , V Ns
6,000
V .y „a,ay ,.—ft,
7109
0
0
0
0
0
0
0
0
0
Volume(predevelopment a connected)
Vre..a O ".-*AT. fta
0
0
0
0
0
0
0
0
0
0
Volume (Pre development CN)
V�0 Afla
0
0
0
0
0
0
0
0
0
0
Curie Number (predev Connected) CNno, 98
98
98
98
98
98
98
98
98
98
98
Sal Stonse(pmdev A) S,,(IMCNpmeane)-10
020
020
020
0201
0201
020
0201
0201
020
020
Ma A, Ra
0
Runoff Depth(pril
O I(P 25,,,)2Y(Pe 8 SP,) in
3536
0010
0010
0010
0010
0010
0010
0010
0D10
0010
Volume(pred6Velopment 8 disconnected)
Vm,.=0 Aa Arm fls
7709
0
0
0
0
0
0
0
0
0
Volume(pradevelopmem 6 msamneded CNA)
Vnaa a=O naafi. A,ni.. R
7503
0
0
0
0
0
0
0
0
0
Hydmloguc Soil Group
D
Rome SeIM
Please Select
Ream Saaa
Plena eelen
Please Salaa
Please Select
Ream Select
PleamSeled
Plea'Select
Land Use Select user definBd d CN is not DEMLR Standard
`Moods
Rome Select
Room Saint
Remi led
Ream Select
Pleas Soled
Ream select
Pleas Select
Ream Sure
Rome SNea
Curve Number(DEMLR Standard) DR. aaw
]]
Curve Number (Enter Only if User Defined CN) CNP,aa, A
Curve Number (used in rala) CNI.-o , A
A
Soil &tress Se, a.�n=h000ICNp,aaJ 10
299
Ma _a fl
55 too
Runoff Depth O"m_A=
((P 2Sa„aaA)'Y(P+8 Slo a .t In
1634
Volume (plsen.bpmen16 dieconneded CN.)
Vneae=0 naae h fls
206
0
0
0
0
0
0
0
0
0
M mlO Id SOII Group
C
Pleas SelM
Plea'Seled
Ream Seled
Ream Select
Pleas Select
Pleas Select
Mene Select
Pleme Select
Ream Saint
Land Use (seIW user defined if CN is not DEMLR Standard)
U'r Definea
CN
Pleas Belts
Plane Select
Pleas stied
Ream Select
Pleas SelM
Pleas Selea
Pleas Sal.
Pleas Set.
Pleae Soled
Curie Number(DEMLRStandam) CNn,oem,e
Curve Number (Enter Only d User Defined CN) CN,ean+ne
70
Curve Number (used in talcs) CNoe mon a
70
Sall Stonse Snaae=(11MWCNnaaeFlO
4286
Me _. fls
2 100
Runoff Depth OP,a,a,a=
((P 2Snmw)tY(P-8 S_a.,..a) in
1179
Volume(predevelopment6dsixRowed Chic)
VnC=O me Ae he
0
0
0
0
0
0
0
0
0
0
H dmI01C S011 Gmup
Plane S¢Ied
Pleas Salad
Piano SOW
Plvate Soled
Plena Sal.
Its. Select
Plane SCled
PIBa'seled
Reue led
Plea'selM
Land Use select user defined if CN is net DEMLR SiB emc
Rem Select
Ream Saim
Rem saw
Pleas Select
Pleas seled
Pleas sped
Rene saw
Ream Soled
Plea -Sal
Ream select
Curie Number (DEMLR Standard) CN, sae
Curve Number (Enter Only If User Defined CN) CNnoao , c
Curvo Number (used in ralcs) CNna_n c
Soil Stores. Snm.a C=(10U0ICNn,e,mm) 10
Ma A_—Cfl
Runoff DaPih OP,aae=
I(P 2SP,.m )'Y(Pa 8 Sao..) in
Volume Calculations Page2/3

General Data Impervious, Drainage Area and Volume
PROJECT NUMBER $We
140511
Reviewer
KJohnson
DRAINAGE BASIN
Current Date
114 Jul 14
Original Run Date
DA Number
1
2
3
4
6
1 6
T
a
9
10
BMP Type
randoM
No BMP In
DA
No BMP In
VA
No BMP In
•
No BMP In
DA
Na 0 M P In
DA
No amp In
DA
No BMP In
NA
No BMP In
So
No amp In
SIR
a
V tV r-n•V umewR
13,710
0
0
1 0
0
0
0
0
0
0
Volume(posidevebpment aconneUed)
Vaal—=O pas m A.aa is
10312
0
0
0
0
0
0
0
0
0
Volume (poa4devebpmenl connected)
Vaa,sQ ABs
10 312
0
0
0
0
0
0
0
0
0
Curve Number( postowconnected) CNaaa_=98
98
98
98
98
98
98
96
98
98
98
Sod Saregs(poadev A)Ssa,a=(10001CNpoat.na)-10
a20
020
020
020
020
020
020
020
020
026
Aron m, R'
35000
Runoff Depth(pndev)
0 =((P 2S_Jay(P+8 Span) in
3536
0010
0010
0010
0010
0010
0010
0010
0010
0010
Volume (post -development & disconnected) Vaarema:0 oaceaa Asa+
0
3 398
0
0
0
0
0
0
C
0
0
Volume (pmt development a ch.raeoled CN.) Vaxam,e=O _—, Aa
ff
3 398
0
0
0
0
0
0
0
0
0
H dml In Soil Group
0
Please select
Please sell
Please SelM
PleaaeaeleR
Please Select
Please eeled
Please eeled
Please Ulm
Pleaa leq
Land Use (select user defined 11 CN is not DEMLR Standard)
User Derueo
N
Please Selom
Please salad
Please selom
Pleaeeselect
PMm Ulm
Please NOW
Please sell
HI selea
Pem ful
Curve Number (DEMLR 5landartl) CNa-am,a
Curve Number (Enter Only it User Defined CN) CNisoll
SO
Curve Number (used in talcs) CNaaa es_ a
80
Soil Storage Span m,s=(10001CN,aal 10
2SO
Ana am,a 6 22000
Runoff Depth Coal,„.,
I(P 2S.A)'Y(P-8 Saal in
1853
Volume(posbdevebpment 8 dumnneoed CNJ Vas„„seO�e,m,e Ar
6
0
0
0
0
0
0
0
0
0
0
Hydrologic Soil I
Pleeee Set.
Plnse Sm.
Plea. Sell
Please sell
Please soil
Please eeled
Please select
Please sell
Pea -belts
Please Seled
Land Use seep user defined" it CNw not DEMLR Standard
Plase sell
Plea. sell
Please sell
Please Sell
Peme sell
Please sell
Plea. sell
Pleas sail
Pea -sell
Pes-sell
Curve Number(DEMLR Standard) CrIpsa m,a
Curve Number (Enter Only it User Defined CN) CN,,oa•aa r
Curve Number (used in call CNa,s,ess,,6
Sod Storage Sa._r=(l0001CNa,aol
Me e6
Runoff Depth Ones aim, s=
I(P 2Sas,s, WyfP. B Sacs.—n) in
Volume(posbdevelopmeM6dsmrmled CNc)
0
0
0
0
0
0
0
0
0
0
Hydrologic Soil Group
Phase Sail
PII Sell
Please Sell
Please Sell
Please Seim
Please Sell
Please, Sell
Pets Sell
Rem. Sam
Please Sell
Land Use select user defined it CN is not DEMLR Standard
Please select
Please Selm
Please Selm
Plea - sell
Plea -select
please soled
Please $eied
"..Seim
Piee-select
—Um
Curve Number (DEMUR Standard) CNaaaam.c
Curve Number (Enter Only if User Defined CN) CNiss, a_, c
Curve Number (used in Spica) CN.. c
Sad Storage Saaam,e(10001CNaaam,c}10
"a c Os
Rural Depth pawam.e=
I(P 2SPapw,c)'WP. WSposi smc) in
Volume Calculations Page 3/3

Constructed Welland
PROJECT NUMBER SINS
1140511
Ravlewer
lK Johnsen
DRAINAGE BASIN
Current Dat
jl4 Jul-14
Original Run Data
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Surface Areas
Pending De lh it
Wiland
060
NOBMPin
DA
NOBMPIn
DA
NOBMPln
DA
NOBMPIn
DA
NOBMPIn
0A
NOBMPIn
DA
NOBMPIn
DA
NOBMPIn
DA
NOBMPIn
DA
Area to Provide Minimum it'
10001
Area Required Deep Pool Non-Foreb 5%Mlnlmum g'
500
Area Required Deep Pool Foreba 10% Minimum ft2
1 000
Area Required Shallow Water Area =40% ft'
4 000
Area Required Shallow Land 30%Minimum its
3000
Area Provided It"
10658
Area Provided Deep Pool (Non-Foreba fts
1 066
Area Provided Deep Pool (Foreba R2
1 066
Area Provided Shallow Water Area 62
(Top=Perm Pool e/ey)
4 263
Area Provided Shallow Land ft2
(Top=Temp Pool eley)
4 263
%Provltled Deep Pool Non Foreba between 5-15%
100%
%Provltled Deep Pool Foreba between 10-15%
100%
%Provltled Shallow Water I=40%
400%
%Provltled Shallow Land between 30-40%
400%
Area Adequate? Deep Pool Non-Foreba
TRUE
Area Adequate? Deep Pool (Foreb
TRUE
Area Ad uateo Shallow Water
TRUE
a equate a ow an
Depth 6 Elevaton
Bottom of Deep Pool first Aswmes fomwy a miruinier ume
Neva to also ac Ws imenl Lo a
TRUE
230
Bottom of Shallow Water final
25 5
Top Shallow Water
(=Bottom Shallow Land) Perm Pool E/ev (nisi
26 0
Top Shallow Land
(=Bottom Upland) Temp Pool E/ev must
265
Top Upland fmsl
Depth Deep Pool between 1 5 and 3 it
300.
Depth Shallow Water between 0 25 and 0 5 it
0501
Depth Shallow Land 7 max it
0501
Depth Upland (optional) it
Depth Adequate? Deep Pool
TRUE
Depth Adequate? Shallow Water
TRUE
Depth Adequate? Shallow Land
Volume Provided
Volume Provided (Temp Pool) DWQ Calculated its
y
4 263
Permanent Pool Surface Area ft'
6 395
Temporery Pool Surface Area ft'
10658
Volume Provided (Temp Pool) PmmaedeuConwftam fte
6836
Volume Required (TemPool) owacalmland Its
6000
Consultant Provided Enough Volumel
Drawdown
y
Head Average on Onfice it
017
Average Fluw Q2 ft3/sec
0 035
Average Flow Qs ft3/sec
0 014
Q2Area m2
2544
Qs Area in'
1016
No of Orifices
1
Onfce Diameter in
1 50
Orifice Area m'
1 767
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Weir Height in
Weir Length in
Weir C Value
#DIV/01
Weir of Length it
Avg Flowee Q ft"/sec
0024
Drawdown days
Number of Plants
Shallow Water
Required (504m3 herbaceous/20092 Shallow Water)
288
1066
0
01
01
01
01
01
01
01
0
Provided herbaceous
Shallow Land
Required 3Options)
#1 50 herbaceous/200ft2 Shallow Land
1100
1 066
0
0
0
0
0
0
0
0
0
#2 8 7 al shrubs/200fl Shallow Land
171
0
0
0
0
0
0
0
0
0
#3 Both of Ne following
1 3gal bee 1200fe Shallow Land
21
0
0
0
0
0
0
0
0
0
4041n' herbaceous1200f12 Shallow Land
Provided
Herbaceous
853
0
0
0
0
0
0
0
0
0
Shrubs
176
Trees

f
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
J Phillip Norris, P E
John S Tunstall, P E
1429 Ash Little River Road, Ash, NC 28420 910-287-5900(office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To Ms Kelly Johnson
Date July 3, 2014
Job No 14013
NCDENR
subject Dollar General - Brick Landing
127 Cardinal Drive Extension
SW8 140511
Wilmington, NC 28405-3845
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATE
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL. NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5902 if you have any difficulty
receiving this message
COPIES
DATE
NO
DESCRIPTION
1
06-30-14
Filter Strip, restored Riparian Buffer and Level Spreader Operation and
Maintenance Agreement
JUL 0 7 2W4
BY
® AS REQUESTED
❑ FOR YOUR USE
S FOR REVIEW AND APPROVAL
❑ FORBIDS DUE
❑ FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
REMARKS This should complete the response to your June 18, 2014 request ofr additional information
cc Rich Smith / Par 5 Development Group, LLC SIGNED Jos ph K Bland / neh
CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential intended for the sole use of the addressee
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination distribution or
copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and return to the
address above

NORMS & TUNSTALL
CONSULTING ENGINEERS PC —
1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S Tunstall, PE
June 26, 2014
Ms Kelly Johnson
NC DENR
Division of Energy, Mineral and Land Resources
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Request for additional Information
Stormwater Project No SW8 140511
Dollar general — Brick Landing
NT Project No 14013
Dear Ms Johnson
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J Phillip Norris, PE
1ECINVK
f JUN302014
BY:
In response to your June 18, 2014 request for additional information letter, we offer the
following
1 a Calculations have been revised so that both the 1 5" volume and the pre/post
volume were checked as requested As we discussed during our telephone
conversation, we have used the NOAA 1yr storm depth for our calculations
based on location which equates to 3 77 in
1 b Option #2 will be utilized as discussed to provide effective infiltration
2 The hyrocad nodes have been corrected as requested
3 Enclosed is the Level Spreader Supplement The Operation & Maintenance
Agreement will be provided once the signed original is received from the
applicant
4 Since additional volume was provided in the basin no change was required The
outlet structures have been reworked as we discussed
5 Yes, please make this correction
NCBELS License C-3641

I .
Ms Kelly Johnson / Dollar General — Brick Landing
June 26, 2014
NT Project # 14013
Page 2
Enclosed are two (2) sets of revised plans, revised calculations, revised Wetland
Supplement, and the Level Spreader Supplement Please contact us if you have any
questions or comments
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Gc-
Joseph K Bland, E I
JKB/neh
14013 06-26-14 s-sw reps-Hr
cc Mr Rich Smith / Par 5 Development Group, LLC
Cij1 ovo
JUN 3 0 2014
BY_

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UNECV- 1 9" V 10 0:-k6 j T -K- u agESr s,oa v �s c lay raxr+�t�o
TT?', V = O• I-76 AE-F- (p, = -1:7574CF -
pos'fn CV,. = (D 071 Ac.-Fr + 0.23-1 Ac-(Z )C43�1�o5r Inc) s 13,-1 bSGp
- - KQ(• 'I'25�Tlmcm �/; 13,-71J-i t-F- "I,-1S�4G= _ (volt G.F ✓ - -
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$63o(t.5)if 6)(1.91) a L.r✓
. Sr� v = -teoll
s S�n�cE l.836 �' (onu �•�
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SuR.F4441-' O = 6011 Gt a 6 Fl• - I OO 11g SF -
pRovtoe-v = to(o5"7sF CL,)1
' - Io6to5P
• 5►IA�W wq�Y-(l_ _ .4o�M = �I-Zb35r=
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Qr = 1�DLl I I`729aX = p. o3s f- r-
036
\
-- 15" � = O. �1414Se'- (,� = O.b� n• olMy-) lby�(3) = o. o2lL°cr'S
T= I,dtl cc= (0.02'l6C�S = ZIIoZ235 = 2.ri� o_ �a� 5 oI r
IN dcAg6R. •N JIO�` ¢iYEl�Ivf INn�•t��'r •vt- 'n1E OE-5�9rt StrXLH-� T1Js 3�S�,y� �ti
Uc1n-,z� 0 KM1 4 i4'L 'L 'f06%rV 40;F* cnsti
LVl.Feonn uta�u ytot�+. �vE.�rs PriP T"J`� r

NOAA Atlas 14, Volume 2, Version llna, 3,,..,,ti.
Location name Shallotte, North Car US`
Ulf
r Latitude 33 9186", Longitude -78 4067° £
I��vf Elevation 29 it*.,�W
source Goggle Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M Bonnin D Martin B Lin T Partybok M Yields and D Riley
NOAA National Vyeadier Sam. SAver Suing Maryland
PF tabular J PF graphical l Maps & aerials
PF tahular
PDS-based point precipitation frequency estimates with 90% confidence Intervals (in inches:1
Average recurrence
Interval
(ye
m)
Durshon
0
2
5
10
25
50
100
200 11
500 11000
5-min
0 512
0 607
0 703
0650-0759)
0 787 )
(0726-0849
( 0 887
0814-095)
0 965
083-104)
1 04 )
0948-112
( 1 12
101-121)
1 22 )
109-132
131 )
116-147
0476-0553)
(058-0657)
1 54
1 66
1 78
1 93
2 O6
10-min
0 818
078-084)
0 970
(0901-105)
1 13
(104-122)
126
(116-15)
1 41
(130-12)
(141-18)
(151-179)
(1 fi0-191)
173-208)
182-223)
2232
3-1
2174262
229--2279
15-min
0949-110
113102
132412
1475972
1647993
1789210
190-I26)
202-242
30-min
28-316
(2 2-346)
3 54376)
346-417)
3 0-1452
13047051
1566182)
1817-219)
(213-249)
(2445286)
300
353
397
442
489
555
6 00
60-min
176 )
12-189
211 )
(196-229
259
(240-28)
(277-324)
(324-381)
(3 fi3�28)
(402-476)
(442-527)
496-599)
541-660
2-hf
(
(346�11)
(4155496)
(4714�569)
(55-646)
(60077030)
692-851)
71-958
3-hr
(1930228)
(245278)
1294-1349)
373.1457
454-550
524-639
597-7734
677-83
7 2-993
8910 13
206-24
2507301)
3 5-379)
2-66)
(649-79
9
(319)
-
843O2
66•r
3
112144
38-372)
38-470)
(461-560)
7 46
8 74
10 1
11 7
141
162
12-hr
E�
325
395
(358-440)
604
(455-561)
604
(543-671)
(665-828)
(77,' 68)
(891-112)
(102-130)
121-156)
137-179)
(295-362)
881
121
4
,
117)
7
5
lb7(538-654)
o
7
(618D
(793_973)
3
(93-74)
(107 -133)
4
(12255)
145-65
16
(348-4
3
161210
182422-0e
40194
46-587)
621-752
-893
901-1110
10429
11950
136-14
843
4
6)
164-211
784-243
3-0ay
4 6-509)
(515-615)
6541763)
(770 926)
(939 4
(10 B- 32
123- 53)
14059
717)
42
162
192
218
489
89
(544
(687-814)
(8
(90
3
-1
(1275)may
-1
167-213)
-24314378)
(451-55)
560
6754
(627732)
(98)
(91410)
(110-0)
5
(1461577191)180-224
09)7
1992- 3
10-0ay
(5606)
10008
119- 39
134-158
150 179
16 - 01
190. 33
208- 61
5883679
8
7045815
101
8 8- 01
12 3
14.0
16 5
18 6
20 7
22 9
261
28 7
56-314
20-0ay
93-9
945-108
115-131)
131-150 )
(154-177)
172-199
(190-222
209-248
35-284 )
ay
-00-1
(1580)
6
193
(183-
21;
0
2)
(225)
1
(240280)
263O
317
6-34
(98712)
3
(123739)
117-33)
(146-64)
(140-59)
(17203
(22249)
0
2
6
8
Si4-0ay
334639621)
7
(149166)
1
16
08
4
260-0ay -254)
(272
7-288)2315)
297
9
(301-341)
-
(32236
379
0-405)
403
31-434
' Precipitation
frequency (PF)
estinnates
in this table are
based on frequency,
analysis of
partial duration
series (PDS)
Numbers in
parenthesis are
PF estimates
at kner and upper
bounds of
be
me 90% confidence
than the
interval
upper bound
The probability
(or less than
that precipdation
the Irnver bound)
frequency
Is 5% Estimates
at
mates
peer bounds
(for a given duration
are not checked
and average
against probable
recurrence
manunum
merva0 will
preupilstion
greater
(PMP) estimates
and may be
higher than currently
valid
PMP values
lease reter
to NOAA Atlas
14 document
for more information
bacrc 10 1 UP
PF graphical
http //hdsc nws noaa gov/hdsc/pfds/pfds pnntpage html9lat=33 9186&lon=-78 4067&data 6/23/2014

40
35
30
n
9
25
c
a
_
a`
10
5
0�
C
C
T TT
T T
T T
TT
C
C
L L L L
L
R R R
R R
R R
R R
rh�
'd 9
9'
6�
M
N
A m V'
n O
a
O O
0
,fl O
m
�
M
N M
R lO
Duration
45
40
35
c
, 30
a
v 25
0
0
20
fi
n 10
M
� 2
s
10
zs
so
loo
zoo
soo
ion
In
aCK ro IOU
Average recurrence interval years
Maps 8r a Created(GMT)Mon Jun 23 12 58 33 2014
NOAA Atlas 14 Volume 2 VerSlen 3
A.erage recurrence
mtenal
lyearsj
— 1
2
5
10
25
50
100
200
500
1000
Duration
— 5-mn
— 2-day
— 10-min
— 3-nay
— 15-m,n
— 4-day
— 30inln
— 7-day
— 60-mm
— 1O-0ay
— 2a1r
— 20-nay
— 3-hr
— 30-aay
— 6-hr
— 45-oay
— 12-hr
— 60-0ay
— 24-hr
http //hdsc nws noaa.gov/hdse/pfds/pfds pnntpage htrnl?lat=33 9186&lon=-78 4067&data 6/23/2014

Large scale map
Nwy�..M ° x`i
Z Ocean
\
South
Bmnsw¢k
' *1132
n
ah Dr 6W- TD—
_.
Back to Too
US Department of Commerce
National Ocean c and Atmospheric Administration
National Weather Service
Office of Hydrologic Development
1325 East West 1-119hvray
Silver Spring MD 20910
http //hdsc nws noaa gov/hdsc/pfds/pfds pnntpage html'?lar33 9186&Ion=78 4067&data 6/23/2014

Pre
Post Dev
1 P Disconnected Post Dev
Storm Water Wetlands
Subcat Reach Aon Ink

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type 11124-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
- -
--.- ' ___.__ -,,, 1, c u... c i„n 11r, 6/2612014
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=57,200 sf Runoff Depth>1 63"
Tc=10 0 min CN=77 Runoff=2 17 cfs 0 178 of
Subcatchment 2S Disconnected Post Dev Runoff Area=22,200 sf Runoff Depth>1 85"
Flow Length=242' Tc=11 5 min CN=80 Runoff=0 92 cfs 0 079 of
Subcatchment 3S Connected Post Dev Runoff Area=35,000 sf Runoff Depth>3 54"
Flow Length=215' Tc=O 8 min CN=98 Runoff=3 54 cfs 0 237 of
Pond 1P Storm Water Wetlands Peak Elev=26 70' Storage=8,022 cf Inflow--3 97 cfs 0 315 of
Discarded=0 00 cfs 0 000 of Pnmary=0 52 cfs 0 158 of Outflow--0 52 cfs 0 158 of

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type 11l 24-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 6/26/2014
Subcatchment 1S. Pre
Runoff = 2 17 cfs @ 12 14 hrs, Volume= 0 178 af, Depth> 1 63"
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 77"
_ Area (sf) CN Description
55,100 77 Woods, Good, HSG D
2,100 70 Woods, Good, HSG C
57,200 77 Weighted Average
Tc Length Slope Velocity Capacity Description
100 Direct Entry,
Subcatchment 1S: Pre
Hydrograph
2 17 cfs
2 Type III 24-hr 1 YR
Rainfall=3.77"
Runoff Area=57,200 sf
Runoff Volume=0.178 of
Runoff Depth>1.63"
' Tc=10.0 min'
CN=77
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24
Time (hours)
— Runoft

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre-Post.6-26-14 Type I// 24-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 6/26/2014
Subcatchment 2S: Disconnected Post Dev
Runoff = 0 92 cfs @ 12 16 hrs, Volume= 0 079 af, Depth> 1 85"
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 77"
Area (sf) CN Description
22,200 80 >75% Grass cover, Good, HSG D
Tc Length Slope Velocity Capacity Description
09 76 00157 14 Sheet Flow, Flow Across Parking Lot
Smooth surfaces n= 0 011 P2= 4 50"
106 166 00003 03 Shallow Concentrated Flow,
Grassed Waterway Kv= 15 0 fps
115 242 Total
Subcatchment 2S. Disconnected Post Dev
Hydrograph
1
0 92 cfs
Type III 24-hr 1 YR
Rainfall=3.77"
Runoff Area=22,200 sf
Runoff Volume=0.079 of
Runoff Depth>1.85"
Flow Length=242'
Tc=11.5 min
CN=80
0
0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 i6 19 20 21 22 23 24
Time (hours)
—Runoff

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre-Post.6-26-14 Type 11124-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
Subcatchment 3S: Connected Post Dev
Runoff = 3 54 cfs @ 12 01 hrs, Volume= 0 237 af, Depth> 3 54"
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 77"
Area (sf) CN Description
9,100 98 Paved parking & roofs
25,900 98 Paved parking & roofs
35,000 98 Weighted Average
Tic Length Slope
nn) (feet) (ft/ft)
08 215 00100
Capacity Description
45 157 Circular Channel (pipe), PVC Header Pipe
Diam= 8 0" Area= 0 3 sf Perim= 2 1' r= 0 IT
n= 0 010 PVC, smooth interior
Subcatchment 3S. Connected Post Dev
Hydrograph
3 54 cfs
Type III 24-hr 1 YR
3 Rainfall=3.77rr
Runoff Area=35,000 sf
Runoff Volume=0.237 of
2- Runoff Depth>3.54rr
Flow Length=215'
Tc=0.8 min
' CN=98
a
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\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre-Post.6-26-14 Type I// 24-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
HvdmCAD® 7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 6/26/2014
Pond 1P• Storm Water Wetlands
Inflow Area = 1 313 ac, Inflow Depth > 2 88" for 1 YR event
Inflow = 3 97 cfs @ 12 01 hrs, Volume= 0 315 of
Outflow = 0 52 cfs @ 12 67 hrs, Volume= 0 158 af, Atten= 87%, Lag= 39 4 min
Discarded = 0 00 cfs @ 0 00 hrs, Volume= 0 000 of
Primary = 0 52 cfs @ 12 67 hrs, Volume= 0 158 of
Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs
Peak Elev= 26 70' @ 12 67 hrs Surf Area= 12,369 sf Storage= 8,022 cf
Plug -Flow detention time= 274 2 min calculated for 0 158 of (50% of inflow)
Center -of -Mass det time= 148 6 min ( 919 2 - 770 6 )
Volume Invert
Avail Storage Storage Description
#1 26 00'
18,765 cf Above PPE (Prismatic) Listed below (Recalc)
Elevation Surf
Area Inc Store Cum Store
(feet)
(sq-ft) (cubic -feet) (cubic -feet)
2600
10,657 0 0
2700
13,114 11,886 11,886
2750
14,405 6,880 18,765
Device Routing
Invert Outlet Devices
#1 Primary
25 00' 4 0" x 25 0' long Outlet Culvert RCP, square edge headwall, Ke= 0 500
Outlet Invert= 24 40' S= 0 0240'P Cc= 0 900
n= 0 010 PVC, smooth interior
#2 Device 1
26 00' 1 6" Vert NCDENR Orifice C= 0 600
#3 Device 1
26 60' 2 00' x 2 00' Honz Top of Box Limited to weir flow C= 0 600
#4 Discarded
26 70' 15 O' long x 30 0' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 1 40 160
Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63
Discarded OutFlow
Max=O 00 cfs @ 0 00 hrs HW=26 00' (Free Discharge)
t-4=Emergency Spillway ( Controls 0 00 cfs)
Pnmary OutFlow Max=O 52 cfs @ 12 67 hrs HW=26 70' (Free Discharge)
t-1=Outlet Culvert
(Inlet Controls 0 52 cfs @ 6 0 fps)
�2=NCDENR Orifice (Passes < 0 05 cfs potential flow)
3=Top of Box
(Passes < 0 79 cfs potential flow)

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type 111 24-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7 10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 6/26/2014
Pond 1 P: Storm Water Wetlands
Hydrograph
Inflow Area=1.313 ac
Peak Elev=26.70'
Storage=8,022 cf
2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20
Time (hours)
— Inflow
Outflow
— Discarded
— Pnmary

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre-Post.6-26-14 Type Ill 24-hr 1 YR Rainfall=3 77"
Prepared by Norris & Tunstall Consulting Engineers
D7
Stage -Area -Storage for Pond 1 P Storm Water Wetlands
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
2600
10,657
0
2602
10,706
214
2604
10,755
428
2606
10,804
644
2608
10,854
860
2610
10,903
1,078
2612
10,952
1,297
2614
11,001
1,516
2616
11,050
1,737
2618
11,099
1,958
2620
11,148
2,181
2622
11,198
2,404
2624
11,247
2,628
2626
11,296
2,854
2628
11,345
3,080
2630
11,394
3,308
2632
11,443
3,536
2634
11,492
3,765
2636
11,542
3,996
2638
11,591
4,227
2640
11,640
4,459
2642
11,689
4.693
2644
11,738
4,927
2646
11,787
5,162
2648
11,836
5,398
2650
11,886
5,636
2652
11,935
5,874
2654
11,984
6,113
2656
12,033
6,353
2658
12,082
6,594
2660
12,131
6,836
2662
12,180
7,080
2664
12,229
7,324
2666
12,279
7,569
2668
12,328
7,815
2670
12,377
8,062
2672
12,426
8,310
2674
12,475
8,559
2676
12,524
8,809
2678
12,573
9,060
2680
12,623
9,312
2682
12,672
9,565
2684
12,721
9,819
2686
12,770
10,074
2688
12,819
10,330
2690
12,868
10,586
2692
12,917
10,844
2694
12,967
11,103
2696
13,016
11,363
2698
13,065
11,624
2700
13,114
11,886
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
2702
13,166
12,148
2704
13,217
12,412
2706
13,269
12,677
2708
13,321
12,943
2710
13,372
13,210
2712
13,424
13,478
2714
13,475
13,747
2716
13,527
14,017
2718
13,579
14,288
2720
13,630
14,560
2722
13,682
14,833
2724
13,734
15,107
2726
13,785
15,382
2728
13,837
15,659
2730
13,889
15,936
2732
13,940
16,214
2734
13,992
16,493
2736
14,044
16,774
2738
14,095
17,055
2740
14,147
17,338
2742
14,198
17,621
2744
14,250
17,906
2746
14,302
18,191
2748
14,353
18,478
2750
14,405
18,766

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre-Post.6-26-14 Type 111 24-hr 10 YR Rainfall=7 00"
Prepared by Norris & Tunstall Consulting Engineers
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=57,200 sf Runoff Depth>4 36"
Tc=10 0 min CN=77 Runoff-5 86 cfs 0 477 of
Subcatchment 2S Disconnected Post Dev Runoff Area=22,200 sf Runoff Depth>4 68"
Flow Length=242' Tc=11 5 min CN=80 Runoff--2 32 cfs 0 199 of
Subcatchment 3S Connected Post Dev Runoff Area=35,000 sf Runoff Depth>6 76"
Flow Length=215' Tc=0 8 min CN=98 Runoff--6 62 cfs 0 453 of
Pond 1P Storm Water Wetlands Peak Elev=26 92' Storage=10,857 cf Inflow=7 81 cfs 0 652 of
Discarded=4 18 cfs 0 212 of Pnmary=0 55 cfs 0 279 of Outflow=4 73 cfs 0 491 of

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type 11124-hr 10 YR Rainfall=7 00"
Prepared by Norris & Tunstall Consulting Engineers
._ ___.__ — C.J.d.....n 11 l` A/iii/inl4
Pond 1P• Storm Water Wetlands
Inflow Area = 1 313 ac, Inflow Depth > 5 95" for 10 YR event
Inflow = 7 81 cfs @ 12 01 hrs, Volume= 0 652 of
Outflow = 4 73 cfs @ 12 16 hrs, Volume= 0 491 af, Atten= 39%, Lag= 8 9 min
Discarded = 4 18 cfs @ 12 16 hrs, Volume= 0 212 of
Primary = 0 55 cfs @ 12 16 hrs, Volume= 0 279 of
Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs
Peak Elev= 26 92' @ 12 16 hrs Surf Area= 12,920 sf Storage= 10,857 cf
Plug -Flow detention time= 172 8 min calculated for 0 491 of (75% of inflow)
Center -of -Mass det time= 85 9 min ( 846 4 - 760 6 )
Volume Invert
Avail Storage Storage Description
#1 26 00'
18,765 cf Above PPE (Prismatic) Listed below (Recalc)
Elevation Surf Area Inc Store Cum Store
(feet)
(sq-ft) (cubic -feet) (cubic -feet)
2600
10,657 0 0
2700
13,114 11,886 11,886
2750
14,405 6,880 18,765
Device Routing
Invert Outlet Devices
#1 Primary
25 00' 4 0" x 25 0' long Outlet Culvert RCP, square edge headwall, Ke= 0 500
Outlet Invert= 24 40' S= 0 0240 T Cc= 0 900
n= 0 010 PVC, smooth interior
#2 Device 1
26 00' 16" Vert NCDENR Orifice C= 0 600
#3 Device 1
26 60' 2 00' x 2 00' Honz Top of Box Limited to weir flow C= 0 600
#4 Discarded
26 70' 15 O' long x 30 0' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 140 1 60
Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63
Discarded OutFlow
Max=4 18 cfs @ 12 16 hrs HW=26 92' (Free Discharge)
-4--Emergency Spillway (Weir Controls 4 18 cfs @ 1 3 fps)
Primary OutFlow Max=O 55 cfs @ 12 16 hrs HW=26 92' (Free Discharge)
t1=Outlet Culvert
(Barrel Controls 0 55 cfs @ 6 3 fps)
�2=NCDENR Onfice
(Passes < 0 05 cfs potential flow)
3=Top of Box
(Passes < 4 76 cfs potential flow)

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type Ill 24-hr 10 YR Rainfall=7 00"
Prepared by Norris & Tunstall Consulting Engineers
Hvrlrnr.Andb 7 1 n s/n 000479 © 2005 HvdroCAD Software Solutions LLC 6/26/2014
Pond 1P. Storm Water Wetlands
Hydrograph
Inflow Area=1.313 ac
Peak Elev=26.92'
Storage=10,857 cf
4 73 cis
a 1 2 3 4 5 6 7 8 9
11 12 13 14 15 16 17 18
Time (hours)
22 23 2,
ID
flowutflowiscarded
nmary

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type 11124-hr 100 YR Rainfall=10 00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 sln 000479 © 2005 HydroCAD Software Solutions LLC 6/26/2014
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=57,200 sf Runoff Depth>7 12"
Tc=10 0 min CN=77 Runoff--9 44 cfs 0 780 of
Subcatchment 2S Disconnected Post Dev Runoff Area=22,200 sf Runoff Depth>7 51"
Flow Length=242' Tc=11 5 min CN=80 Runoff=3 66 cfs 0 319 of
Subcatchment 3S Connected Post Dev Runoff Area=35,000 sf Runoff Depth>9 76"
Flow Length=215' Tc=O 8 min CN=98 Runoff--9 48 cfs 0 653 of
Pond 1P Storm Water Wetlands Peak Elev=27 03' Storage=12,248 cf Inflow=11 40 cfs 0 972 of
Discarded=7 57 cfs 0 436 of Pnmary=0 57 cfs 0 374 of Outflow--8 14 cfs 0 810 of

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre-Post.6-26-14 Type 11124-hr 100 YR Rainfall=10 00"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7 10 sin 000479 © 2005 HydroCAD Software Solutions LLC 6/26/2014
Pond 1P: Storm Water Wetlands
Inflow Area = 1 313 ac, Inflow Depth > 8 88" for 100 YR event
Inflow = 1140 cfs @ 12 01 hrs, Volume= 0 972 of
Outflow = 8 14 cfs @ 12 09 hrs, Volume= 0 810 af, Atten= 29%, Lag= 4 7 min
Discarded = 7 57 cfs @ 12 09 hrs, Volume= 0 436 of
Primary = 0 57 cfs @ 12 09 hrs, Volume= 0 374 of
Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs
Peak Elev= 27 03' @ 12 09 hrs Surf Area= 13,185 sf Storage= 12,248 cf
Plug -Flow detention time= 141 7 min calculated for 0 810 of (83% of inflow)
Center -of -Mass det time= 72 0 min (827 0 - 755 0 )
Volume Invert
Avail Storage Storage Description
#1 26 00'
18,765 cf Above PPE (Prismatic) Listed below (Recalc)
Elevation Surf
Area Inc Store Cum Store
(feet)
(sq-ft) (cubic -feet) (cubic -feet)
2600
10,657 0 0
2700
13,114 11,886 11,886
2750
14,405 6,880 18,765
Device Routing
Invert Outlet Devices
#1 Primary
25 00' 4 0" x 25 0' long Outlet Culvert RCP, square edge headwall, Ke= 0 500
Outlet Invert= 24 40' S= 0 0240 T Cc= 0 900
n= 0 010 PVC, smooth interior
#2 Device 1
26 00' 1 5" Vert NCDENR Orifice C= 0 600
#3 Device 1
26 60' 2 00' x 2 00' Horiz Top of Box Limited to weir flow C= 0 600
#4 Discarded
26 70' 15 0' long x 30 0' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 1 00 120 140 1 60
Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63
Discarded OutFlow
Max=7 57 cfs @ 12 09 hrs HW=27 03' (Free Discharge)
t-4=Emergency Spillway
(Weir Controls 7 57 cfs @ 1 5 fps)
Primary OutFlow Max=O
57 cfs @ 12 09 hrs HW=27 03' (Free Discharge)
L1=Outlet Culvert
(Barrel Controls 0 57 cfs @ 6 5 fps)
L2=NCDENR Orifice (Passes < 0 06 cfs potential flow)
3=Top of Box
(Passes < 7 31 cfs potential flow)

H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\
14013 Pre -Post 6-26-14 Type /// 24-hr 100 YR Rainfall=10 00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 sin 000479 © 2005 HydroCAD Software Solutions LLC 6/26/2014
m
`u
0
LL
Pond 1P Storm Water Wetlands
Hydrograph
12- 11 40 cis
11Inflow Area=1.313 ac
10-
9 Peak Elev=27.03'
1814�
Storage=12,248 cf 757 cfs
7
6
5-
4
3-
2
1 _ 0 57 cis
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
nme (11OU15)
Inflow
® OU1flOw
Discarded
Pnmary

FMA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 18, 2104
Mr Brian Clodfelter, Manager
Par 5 Development Group
2860-B NC Highway 5
Aberdeen, NC 28315
Subject Request for Additional Information
Stormwater Project No SW8140511
Dollar General - Brick Landing
Brunswick County
Dear Mr Clodfelter
John E Skvada, III
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for the subject
project on May 9, 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
SA Waters
a Volume Determination It appears from the interactive map, http //portal ncdenr orc/web/Ir/sw-permithng
map, that this project is subject to SA waters If this is not the case, please provide a map of the
project's location in the watershed with the half -mile line drawn around the SA waters showing that the
project is not within a half mile of and draining to SA waters Projects subject to SA requirements are
required to treat the greater of either the 1 5" or the 1 yr24hr pre/post storm Historically this has been
done with the Simple Method, but the TR-55 Discrete Curve Number Method is now at public notice
This method is available for use, though the implementation has not been finalized The Division
recently had training on this method by a consulting firm, and it is our understanding that TR-55 cannot
be used to calculate the 1 5" stone because the 1 5" stone is not a statistically-denved value If the
project is subject to SA requirements, please provide the following two volume calculations, and ensure
that the system is designed for the greater of the two resulting volumes
i Simple Method at 1 5"
u TR-55 Discrete Method for the 1 yr24hr pre/post stone (4 08rn rn Southport)
No Discharge to SA Waters (SL2008-211, Section 2(b),(1)(c)) It appears that the design is intended to
comply with the no discharge requirement by discharging the wetland's effluent to an area capable of
providing effective infiltration In your resubmiltal please clarify how the design will comply based on the
"Options for Complying with the No Direct Discharge to SA Waters Requirement" summary available on
our websrte,
http //portal ncdenr org/c/loumal/view article content?groupld=4711509&articleld=19393011
TR-55 The TR-55 Method (http //www cpesc org/reference/tr55 pdfl allows for composrting curve numbers with
unconnected impervious areas and total impervious area less than 30% This project is 4019% impervious
Please do not composite the impervious curve numbers (CN=98) with the pervious curve numbers in
subcatchment 2S Additional information is also available on page 3-9 of the BMP Manual
3 Level Spreader Please submit the supplement and the 0&M for the proposed level spreader
4 Plans and Wetland Design I have not reviewed the plans or the wetland design because the treatment volume
will likely change based on my volume estimates I will review the wetland design of the next submittal
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

Mr Clodfelter
June 18, 2014
Applicant It appears that the applicant should be "Par 5 Development Group LLC' ("LLC' was left off of the
application ) With your permission I will correct and initial this change to the application
Please remember that a change to one number may have a domino 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 pnor to July 18, 2014, or the application will be retumed as incomplete The return of a
protect will necessitate resubmission of all required items, including the application fee
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter The request must indicate the date by which you expect
to submit the required information The Division is allowed 90 days from the receipt of a completed application to issue the
permit
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion
Control Plan, is a violation of NCGS 143-215 1 and is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned protect number on all correspondence Any original documents that need to be
revised have been sent to the engineer or agent All onginal documents must be retumed or new onginals must be
provided Copies are not acceptable If you have any questions conceming this matter please feel free to call me at (910)
796-7215 or email me at Kelly p tohnson@ncdenr gov
naSince ly'
l Engineer
GDSlkpt G 1WQ1Shared\Stormwater,Permits & Protects120141140511 HD12014 06 addinfo 140511
cc Phil Norns, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

NCDENR - Stormwater Permitting Map Viewer Page I of']
NC Dapertrtnnt of EnNronmont and Natural Ras..,,
Energy Mineral and Land Resources - Stormwater Permitting Map Viewer
,Back to Stormwater Permitting (hupl/Ptnal. ncdenr.orWwebAr/¢wmaps)
Stormwater Permitting Map Viewer
Enter Address: 1351 brick landing road, shallotte nc Find Address Rezet
Latitude (decimal degrees, N): Longitude (deal tnal degrees, W): Find Location
N..:I N convrrt deg rn, dW , Indd, to d lmal fo @ 1p rn.o.m —, mm�l
O , I t n4+ ewrd _ LLz n tlx MCRESS N,id hW, tlns N y n... l I Jeq ,rty and InI, ,..I k . miI AJdias
414 hNY rvIth d" "Ide, (un1i1, f ISeNanY Glrnyusrilov at 19191 W/ 6 t ] J! IM111any geergnullaz6�denl.ynv
Click Pa 111e aap to se,- permuting insarmadas.
Pteose check With the fora government to verify current boundaries and speri(ir starmwater regWremetuts.
raWa.�.an.rautN.Nps N.rsenµ arlv�.,My,,,�e..imp.erv.Mu..,aw....,..,wi...w�wn ma ceps rna.n raw.. n.y, n.p....i...ea...u.1.
..... 101In-- I.e.— Uy 'm .gym. m.a. aryn.w. myncneiy,.� -•�.. �.. ,�:
N.C. Department at Fn,dronment and Natural Rasources
1M11 Mwl Y-nl.r (ent, "'I -la", do i.... ilAl
naoayun ,tb...... onJNnu„mx,—,Ireu6m,lm I, lw. lays A.
.,.agate IIWI, 111 N. Sanimil S1.
Toll+.•, t811, Su WIFl
littp://portal.ticdenr.org/web/Ir/sw-permitting-map 6/ 18/2014

C�smer; Jo
From Casmer, Jo
Sent. Thursday, May 29, 2014 9 09 AM
To: 'Bnan@Rhetsoncompanies com', 'Phil Noms'
Subject Dollar General Brick Landing, Stormwater Permit SW8 140511
The Wilmington Regional Office of the Division of Energy, Mineral, and land Resources (Stormwater Section) received the
Stormwater Permit Application and $505 00 fee on May 9, 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 budt upon area may not
commence until the Storrwater 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 sub/ect to the North Cambria Public Records Law and may be disclosed to third
parties

LOMpi
Protect Name li l y /V!-(? e(fL e��2\ CK Ld1N7�A)CI Received Date qmf� 11
Protect Location 1 M�T1L / ��Ro NS Accepted Date 1\
Rule(s) 19astal ❑1995 Coastal Phase II (WiRO) Universal ®1988 Coastal
008 Co1:1
Type of Permit New or Mod or PR Existing Permit # (Mod or PR) PE Cert on File?
Density. -HD - or JLD- Type --C mme? ial---or---Residential -_— _ _uNCG,}{� (% OK?)Stream Class W ®SA Map ®Offsite to SW8
GthrinArlpd? Guhfimminn nr S ele t I—IORW Map nEXempt
Paperwork Emalled Engineer on.
1 Supplement(s) (1 original per BMP) BMP Type(s) (�F-I I ON7 TO LS/ IFS
&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
Application with correct/original signatures�L`L �eed
❑
®Corp or LLC Sig Auth per SoS or letter DEmad Address Design Engineer
®$505 (within 6mo) 1:1Emad Address Owner
Sods Report with SHWT fvwC C�QCk Note to Reviewer: �k\o J
06alculations (signed/sealed) SC5 (f%�-((���r�&b
®No obvious errors l
Density includes common areas, etc
ad Restrictions, ifsubdivided
"Signed & Notarized
®Correct Template (Car
Plans
®2 Sets
F-1Gradmg
❑Viamty Map
®Legend
Infiltration
Soils Report
SHWT
Bottom
Visited
Additional Information:
Pprmittpd
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands Delineated or No Wetlands
®Layout (proposed BUA dimensions)
F1DA MapsProtect Boundaries
Wet Pond
Offsite
Soils Report
1:1PE Cert for Master
ED Deed Rest for Master
�SHWT
pp
BUA Permitted (Master)
BUA Proposed (Offsite)
Proposed Proposed -
Lot #
Lot # Matches Master
sf
sf
Proposed
BUA (sf)
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
May 6, 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 — Brick Landing
Brunswick County, NC
N&T Project No 14013
Dear Ms Casmer
F
CEIVE
MAY 0 g 29%4
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 deed, one (1) copy of
the Articles of Organization, the original Stormwater Management Permit application,
the original Wetlands Supplement form, the original Wetlands 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.0
Joseph K Bland, E I
JKB/neh
14013 05-06-14-s-sw-Itr
Enclosures
cc Rich Smith / Par 5 Development Group, LLC
NCBELS License C-3641

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II III[ 1I'I B2911
IlllltllllO llllllllll rr IIIIII1! g2 P+9•: °1 ^er 3 _
6
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Refund r Cmh S _Finance _
O wroma aidaanant ere Oleplde eve a ardltlon
mmme�.
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a' �dbatrannot0a rego0uatl ermpleC
No I nI, C,,nifivauon Requtsttd o4�ii l�@win`u1' �Ilsin
STATE OF NORTH ARO P�ITCLAIM DEED
REVENUE STAMPS $0 00 Tax Map # See Exhibit A for Parcel ID9s
DRAWN BY and RETURNED TO Amanda Kirbv, KIRBY LAW FIRM PLLC -
n
Brief Legal Description Lots 521, 257-59 9ct�.�b�N Village _
Tract 3-A „ no���j `
JI1nVVl arw®6ffmr�.lr$a�ap
This deed, made and enter into thiss� ) 'iu��zsr _.''_009 by and between JEFFREY A MILLIKEN and wi Sl NJA R MILLIKEN, the -
Grantors, and LLOYD'S OYSTER HOUSE, INC„ the Grantee (A North Carolina
corporation), whose permanent mailing address is 1642 VILLAGE POINT ROAD,
SHALLOTTF, NC 28459 nn
WITNESSETH, that said Grantor, and IbPvaluable consideration paid _
by the Grantee, the receipt of N4kq ✓p)g 6owledged, has remised and released
and by these presents docs;L jik * co +� 'LLforever quitclaim unto the
Grantee his heirs and/or successors and I sivit, title claim and interest of the
Grantor in and to a certain lot or parcel of land located in the County of BRUNSWICK,
State of NORTH CAROLINA more particularly described as follows
SEE EXHIBIT A FOR LEGAL DESCRIPTION
To have and to hold the aforesaid t%or R gether with all privileges and _
appurtenances [hereunto beloggltlgO�'�', is hmrs and/or successors and
assigns free and discharged righfm or interest of the Grantor or anyone -
claiming by through or under him
The designation Grantor and Grantee as used herein shall include said parties their heirs
successors and assigns and shall include singular, plural masculine, feminine or neuter
as required by context
4 �
In witness whereof the Grantor � 141i�sgCU ai d seal the day and year first _
above written n(jIf�MVU�I
lJ �nMlo�rs�,
(SLAL)
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li /c / 1Rt JLtit.ltX & (SFAL)
ECEIVE
MAY 0 9 20%
BY. _

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MAY 0 9 20%
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SCALE 1 24000

t4o(3
` ECS CAROLINAS LLP
r "Bettina thL S+and3rd for Servcc'
Geotechnical • Construction Materials • Environmental • Facdules ec i 11, dE,, a rgFh, 13,1
sc ra I ad' &Twwa Fkn 32?�
April 7, 2014
Mr Phil Noms, P E.
Norris & Tunstall Consulting Engineers, PC
1429 Ash Little River Road
Ash, North Carolina 28420 E C E I V E
Reference Report of Infiltration Testing MAY 0 9 20i�
1351 Bncklandmg Road Southwest
Shallotte, Brunswick County, North Carolina
ECS Protect No 22 20503 BY
Dear Mr Noms
ECS Carolinas, LLP (ECS) recently conducted infiltration testing for the design of the
stormwater best management practice (BMP) area at 1351 Bncklandmg Road
Southwest in Shallotte, Brunswick County, North Carolina This letter, with
attachments, is the report of our testing
Field Testing
On April 3, 2014, ECS conducted an exploration of the subsurface sod and
groundwater conditions at one requested location shown on the attached Test Location
Plan (Figure 1) ECS located the test area with a boring plan provided by Noms &
Tunstall Consulting Engineers, PC The purpose of this exploration was to obtain
subsurface Information of the In -place sods for the stormwater BMP area ECS
explored the subsurface sod 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
ECS has conducted one infiltration test utilizing a compact constant head permeameter
near the hand auger boring 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 sod horizon This test was performed at the surface elevation due to
the shallow nature of the groundwater
6714 Netherlands Drive, Wilmington, NC 28405 • T 910-686-9114 • www ecsilmded com
ECS CWd Swvic , PLLC • ECS Caml6ua, LLP • ECS Central PLLC • ECS FIOMe LLC • ECS MU-01:crrdc, LLC ECS " kI -. L LLC • ECS Sr,i -eK LLC • ECS Tema, LLP

Report of Infiltration Testing
1351 Bnddanding Road Southwest Site
Shallotte. Brunswick County, North Carolina
ECS Prcyad No 22 20503
April T, 2014
Field Test Results
Below is a summary of the infiltration test results
Location
:. Description
Depth ._
Inches!
�.
S1 •.+ ' r,
hour ,
B-1
Gray fine SAND
10 inches
I7 4
Infiltration rates and SHWT may vary within the proposed site due to changes in
elevation and subsurface conditions
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
Project Geologist
2!�J Stamm
Principal
Attachments Figure 1 - Test Location Plan
Infiltration Testing Form
2

i

Infiltration Testing Form
1351 Bncklanding Road Site
Shallotte, Brunswick County, North Carolina
ECS Project No 22.20503
April 3, 2014
Location Depth Sod Description
B-1 0-8" Gray fine SAND
8"-16" Dark gray silty SAND (hardpan)
16"-32" Tan fine SAND
Seasonal High Water Table was estimated to be at 10 inches below the
existing grade elevation
Infiltration Rate 7 4 per hour
Test was conducted at 10 inches below existing grade elevation
Groundwater was encountered at 20 inches below the existing grade
elevation

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
Dollar General — NC 179 @ Brick Landing Road
Shallotte, North Carolina
for
Par 5 Development, LLC
2860-B NC Hwy #5
Aberdeen, NC 28315
910-944-0881
FMAY 0 9
April 2014
BY
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 14013

NARRATIVE
DESCRIPTION
The project site is a two (2) acre tract located in Brunswick County The sods of
the site consist of partly wooded — gray sandy sods and grades ranging from 0% to 3%
Approximately two (2) acres will be graded to allow construction of a Dollar general —
retad store with paved parking and paved access The runoff from the site is estimated
using the SCS Peak discharge 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 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 A gravel construction entrance will be constructed at
the proposed driveway connection 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 State and County
Regulations The stormwater runoff from the development will be directed to the
stormwater wetlands The stormwater wetlands was designed to accommodate this site
at 40 19% 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 Stormwater wetlands 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
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
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
4 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
Land Quality Requires
5 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
6 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 1' 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
7 Flocculants will be used to address turbidity issues The pumps, tanks, hoses and
inject systems will be checked for problems or turbid discharges daily

Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface
END OF SECTION

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of sod and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations
12 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 authonty prior to clearing and grading operations
13 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas Temporaryand
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 speafied seed for both temporary and
permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 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
27 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
28 Gravel for check dams shall be #57 washed stone
29 Aggregate for construction entrance shall be #4 washed stone

210 Stone np rap for check dams and erosion control shall be NCDOT Class A or B as
shown
3 EXECUTION
31 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
32 Construction Practices
3 2 1 Avoid dumping sod 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
33 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
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
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
333 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 10 feet at upstream
face
34 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
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified 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
35 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
36 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

north Carolina Secretary of State
Page 1 of 2
Account Login Register
North Carollm
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PQ Box 24522 Raingh, NC 2762"622 (919)07.2000
Date 4/22/2014
Click here to
View Document Filings I File an Annual Report
I Print a Pre -populated Annual Report Fellable PDF Form I Amend A Previous Annual Report I
Corporation Names
Name
Name Type
NC PAR 5 DEVELOPMENT GROUP,
LEGAL
LLC
Limited Liability Company Information
SOSID
1043159
Status
Current -Active
Effective Date
5/13/2008
Citizenship
DOMESTIC
State of Inc
NC
Duration
12/31/2058
Annual Report Status
CURRENT
Registered Agent
Agent Name
CLODFELTER, BRIAN R
Office Address
2860-B NC HWY 5
ABERDEEN NC 28315
Mailing Address
2860-B NC HWY 5
ABERDEEN NC 28315
Principal Office
Office Address
2860-B NC HWY 5
ABERDEEN NC 28315
Mailing Address 2860-B NC HWY 5
ABERDEEN NC 28315
Officers/Company Officials
Title MANAGER
Name BRIAN R CLODFELTER
Business Address 136 BARNES PT
WEST END NC 27376
Title
Name
Business Address
MANAGER
RUDY L PITTMAN
15 OAKMONT CIRCLE
PINEHURST NC 28374
EceivE
MAY 092014
BY,_
http //www secretary state nc us/corporations/Corp aspx9PttemId=8808107 4/22/2014

� Worth Carolina Secretary of State
Page 2 of 2
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system Version
2836
http //www secretary state nc us/corporations/Corp aspx?PttemId=8808107 4/22/2014

SOSID 0385360
Date Filed 10/10/2013 12 27 00 PM
CD-479(51) Business Corporation Annual Report Elaine F Marshall
12-6 11 North Carolina Secretary of State
Name of Business Corporation LLOYDS OYSTER HOUSE, INC
Secretary of State ID 0385360 State of Formation NC Fiscal Year Ending 12 31 12
I hereby certify that an annual report completed In its entirety has been submitted and the information requested below (required by
NCGS 55 16 22) has not changed and is therefore complete
Section A: Registered Agent's Information
1 Name of Registered Agent LLOYS R MILLIKEN
2 Signature of the New Registered Agent
3 Registered Office Street Address & County 4 Registered Office Mailing Address
1642 VILLAGE POINT RD SW P 0 BOX 2972
SHALLOTTE NC28459 BRUNSWICK SHALLOTTE NC28459 BRUNSWICK
Section B: Principal Office Information
1 Description of Nature of Business PROCESSING SEAFOOD
2 Principal Office Phone Number 910-231-2217 3 Principal Office Email
4 Principal Office Street Address & County 5 Principal Office Mailing Address
1642 VILLAGE POINT ROAD 1642 VILLAGE POINT ROAD
SHALLOTTE NC28470 SHALLOTTE NC28470
Section C- Officers (Enter additional Officers in Section E )
Name LLOYD R MILLIKEN Name Name
Title PRESIDENT Title Title
Address Address Address
1642 VILLAGE PT RD
SHALLOTTE NC28470
Section D. Certificabon of nuai Report Section D must be completed in its entirety by a person/business entity
9/16/2013
sigtratwe ff must Y. sigma by on oalcer of cmporatwn) Daft
LLOYD R MILLIKEN PRESIDENT
Print a Type name of office Till.
NCCZZOIL 027112

Casmer, Jo
From
Sent
To
Subject
Attachments
Completed form attached
Casmer, Jo
Wednesday, April 02, 2014 2 45 PM
'Nancy Howell'
Water Classification Request Attached
Dollar General Brick Landing pdf
fo 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 2M5
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties

Permit No
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality - ^ E I VE
a 'u
WATER QUALITY CLASSIFICATION REQUEST FORM MAR 3 1 2014
This form may be photocopied for use as an original
PROJECT INFORMATION BY
In order to determine the receiving stream for a project in a coastal county or whether a State Stormwater
Management Permit will be required for a project in a non -coastal county, the classification of the closest
downslope surface waters (the surface waters that any sheet flow or overflow from the project would flow toward)
must be determined Please complete Sections I and II below DWQ Staff will determine the receiving stream
classification, complete Section III, and return the completed form to you
1 Project Name Dollar General - Brick Landing County Brunswick
2 Contact Person Phil Norris, P E
3 Mailing Address 1429 Ash Little River Road
4 City Ash State NC Zip 28420 Phone No 910-287-5900
5 Name of closest downslope rface wa rs Jinny'S Branch
6 Signature of contact persoZnADate_ /
7 Is a Sedimentation Erosion Control Plan or a CAMA Major Permit required? ®YES ❑NO
II REQUIRED ITEMS
An 8 5" x 11" copy of the appropriate portion of a USGS quad sheet showing the projects property
boundaries, receiving stream, major roads or State Roads numbers, and nearest town or city must be
attached
Mail the entire package to NCDENR Division of Water Quality
Surface Water Protection Section - Stormwater
at the Appropriate Contact Address (see the following page)
III CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
1 Name of surface waters J
2 River Basin lumPSEiL JIndex No 15-35- 1- Ito - I- (L)
3 Classification (as established by the EMC) 6A d HQV'1
4 Proposed Classification, if applicable t4 I R
5 State Stormwater Management Permit r q it dv ES ❑NO Cam''lots A'Nte r10gk)14%Q[t1%Vn4)
6 Signature of Regional Office personnel _Date H/111
cc DWQ -Regional Office C/
Consultant
Building Inspector
Central Files
wee ` 7-7ACt-If_0 �MWI`YLS
SWu 111 060608 Page 1 of 2

Casmer, Jo
From
Nancy Howell [nhowell@ntengmeers com]
Sent
Thursday, March 27, 2014 10 29 AM
To:
Casmer, Jo
Subject
Water Quality Classification Request Dollar General - Brick Landing (NT 14013)
Attachments
14013 03-27-14 wtr gfty class pdf
Jo,
Attached is the request for the water quality classification Should you need additional information, please contact us
Nancy
Nancy E Howell — Office Manager
Norris & Tunstall Consulting Engineers, P C
1429 Ash Little River Road
Ash, NC 28420
910-287-5900(phone)
910-287-5902(Fax)
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 mformationcurrent 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 transfernnf the files in electronic media format, Norns & Tunstall Consulting Engineers, PC
and Norris, Kuske & Tunstall Consulting Engineers, Inc makes no represntations as to the usability or readability of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
fromthose used by Norris & TUnstall Consulting Engineers P C and Norris, Kuske & Tunstall Consulting Engineenngs, Inc
in to preparation of such data

A , CA201324618604
Date Filed 9/3/2013 2 42 00 PM
LIMITED LIABILITY COMPANY ANNUAL Elaine F Marshall
North Carolina Secretary of State
NAME OF LIMITED LIABILITY COMPANY
SECRETARY OF STATE ID NUMBER 1043159 STATE OF FORMATION NC RImg OIIlro Uaa Only
REPORT FOR THE YEAR 2013
SECTION REGISTERED AGENTS INFORMATION O Changes
1 NAME OF REGISTERED AGENT BRIAN R. CLODFELTER
2. SIGNATURE OF THE NEW REGISTERED AGENT
SIGNATURE CONSTnUfES CONSENT TO THE APPOINTMENT
3 REGISTERED OFFICE STREET ADDRESS&COUNTY 4 REGISTERED OFFICE MAILING ADDRESS
2860—B NC HWY 5
ABERDEEN. NC 28315. MOORE
SECTIONS PRINCIPAL OFFICE INFORMATION
2860—B NC HWY 5
ABERDEEN, NC 28315
1 DESCRIPTION OF NATURE OF BUSINESS LAND DEVELOPMENT
3 PRINCIPAL
2. PRINCIPAL OFFICE PHONE NUMBER 910-944-0881 OFFICE EMAIL
4 PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5 PRINCIPALOFFICE MAIUNG ADDRESS
2860—B NC HWY 5
2860—B NC HWY 5
ABERDEEN, NC 28315E MOORE ABERDEEN, NC 28315
SECTION MANAGERS/MEMBERS/ORGANIZERS(Enter additional Managers/Members/Organizers In Section E) SEE STATEMENT 1
NAME
Fi"
ADDRESS
NAME
TITLE
ADDRESS
NAME
TITLE
ADDRESS
SECT TIFICATI N OF A IRUAL REPORT Section D must be completed in its entirety by a person/bustness entity
�1271L3
LIRE � DATE
Form most be al9nab by a Manapedmem l ale0 user Sebon L of Ns brm
�r r�yvl/ C(odfe u, MANAGER/MEMBER
Print or TyPe Name of MrIapMMa W IDLE
SUBMIT TNIS ANNUAL REPORT Wm1 THE PEOURED FILING FEE OF S200
259251 0402 13 MALL TO Seoletery of State Coq ombone Dlvlslun Post OM1oe Box 29525 Releo NC 27US M25

CA201324618604
PAR S"DEVELOPMENT GROUP LLC
Privacy Redaction
NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 1
RUDY L PITTMAN
55 PAGE ROAD
PINEHURST, NC 28374
BRIAN CLODFELTER
3030 SEVEN LAKES WEST
WEST END, NC 27376
STATEMENT(S) 1

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File Edit View Favorites Tools Help
�4 �4 BEACON 0 LLC Looltup d. NPDES General Permits ,. BMP Manual ,. Forms
Latitude (decimal degrees, N): 33.919593 Longitude (decimal degrees, W): 78.407164 Find Location
Need to cat ert oegree<. i tinuio ,, to iie :mat r,.
or, just enter coordinates in the ADDRESS field like this: (deg min sec) (-deg min sec), and then click Find address'.
Need help With this rnap?Contact eethanv Georgoulias at [phone] or Le;r,=n r. ',ins=r �nc«n-d
Click on the mop to see permitting information.
Please check with the local government to verify current boundaries and specific stormwater requirements.