SW7131017_CURRENT PERMIT_20131216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �< a l -
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE_ EVALUATION INSPECTION
DOC DATE/a�(p
YYYYMMDD

k4FO
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Pat McCrory, Governor
John E. Skvada, III, Secretary
December 16, 2013
Mr. Barnes Boykin
Eastern Pride Inc.
2405-F Nash Street
Wilson, NC 27896
Subject: Stormwater Permit No. SW7131017
Family Dollar - Vanceboro
High Density Project
Craven County
Dear Mr. Boykin:
The Washington Regional Office received a complete Stormwater Management Permit Application for
the Family Dollar — Vanceboro store on December 16, 2013. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7131017 dated December 16, 2013, for the construction of the subject project.
This permit shall be effective from the date of issuance until December 16, 2021, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the Operation
and Maintenance requirements in this permit. Failure to establish an adequate system for operation
and maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within sixty (60) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. 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
me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
cc: Pamlico Engineering Services, PLLC
Craven County Building Inspections
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] / FAX: [phone]
Internet: http://www,portal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity / Affirmative Action Employer - 50%Recyded/10% Past Consumer Paper

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
Eastern Pride Inc.
Family Dollar - Vanceboro
US Hwy 17 Business & Buck Lane, Vanceboro, NC, Craven County
FOR THE
construction, operation and maintenance of an open sand filter in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral, and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until December 16, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 of this permit. The stormwater control has been
designed to handle the runoff from 25,020 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.8
of this permit, and as shown on the approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.

6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all surface waters.
7. The following design criteria have been permitted for the sand filter(s) and must
be provided and maintained at design conditions:
a. Drainage_Area, ft3:
b. Total Impervious Surfaces, ftz:
C. Design Storm, inc es:
d. Design Volume, ft
e. Adjusted Water Quality Volume, ft3:
f. Provided Storage Volume, ft :
g. Sediment Chamber Surface Area, ftz:
h. Sand Chamber Surface Area, ftz:
i. Top / Bypass Weir Elevation, FMSL:
j. Bottom of Sand Filter Elevation, FMSL:
k. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
30,877
25,020
1.5
3,007
2,255
2,415
1,074
1,341
19.8
16.5
Ut to Swift Creek/ Neuse Basin
27-976
C — NSW-SWP
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.

e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.

10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Energy, Mineral, and Land Resources, signed by both parties,
and accompanied by the appropriate documentation as listed on page 2 of the
form. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves any transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.

The permit issued shall continue in force and effect until revoked or terminated.
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.
Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until December 16, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 16 th day of December, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Permit No. SW7131017

Family Dollar - Vanceboro
Stormwater Permit No. SW7131017
Craven County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
.10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
_12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(,select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan: 5
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 2 8 2G13
'I1tis form may be photocopied for use as an original
1. 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.):
Family Dollar - Vanceboro
2. Location of Project (street address):
US 17 Business & Buck Lane
City: Vanceboro County: Craven Zip: 28586
3. Directions to project (from nearest major intersection):
From US 17 Business travel south to NC 43 US 17 intersection and then the lot is on the left approximately 500
If south of US 17 NC 43 intersection
4. Latitude:35° 1 k ' I el " N Longitude:77° O T 2S�" W of the main entrance to the project.
IL PERMIT INFORMATION:
a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRemvmis with modifications also requires SWU-102 - Reno. oal 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 ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 1.20 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:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: htti2://12ortal.ncdenr.org/web/wq/ws/su/statesw/rules laws
FormSWU-101 Version06Aug2012 Page I of

�ticant �rtricial,
/Organi2 individual, a andtit,
(sPecificall
ation:E
Signing Official & Tdle. astern Pride Inc. 'vho °tyns the ro ect veloper, Pro
b. Co
ct information for m km Vice P Perfy °wr er, lessee
Perso rtsid
n Iis ent Secro
Street Address on :2405-p Nash Sheet m rtern 7a above.
City:Wilson
Mailing Address
ess (V iPPkcnble):
State;NC
Phone: 252
Zi
Email: P:27g9-�
C. PleaseState.
❑ The pro check the apprOPria
®Lessee• (Attach~ ner (Skip tox applicant 1.
Purchaser* (Aha�COPyof the e Onta oormation,ii�bOve s:
❑ De w) copy of the sPending and co m 3a)
eloper. (Co., sales agreement
Co
nt P
2.a. Plete Contactgreement ntactlnfo
rmatio
tern 2a
Perso
PrOPern who own the proms a and titlebelow Information' item 2a and 2b below ) P�� C � t In orrn h na �m �°an
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'�' that the Proje
ty ct jectiYou are s located on lessee, Purchaser Signing Off. n: )
& Title: ON Sharon Bland
b. Contact info ner or developer.
rmation For(This is the
City:tVa ce ress; 305 Ba Bush
Person acted in item 2a above:
boro d
Mailing Ad dress
City: (faPPAcnble);
Ph State:NC
one: 252
Email 6357g3g2!P:2ft6
State:
3. a. (Optional)
Fax: _ zip:
Person)1'rmt the name
and
Other Cont, n answer ques °ram title6 f another contacts h e
Signing Official Person/Or Organ n out theProject such o ProlocYs
Zatio
b. Contact ' Title: COj�truction supervisor
or other
in
g d r'ess�on for n listed in ' perv'
N'1ai(in Person
City:d item 3a
above..
Phone:
4.
PLocal juCoP
ll
Ron B
diction for building e
ntof
tact: r mits: Craven
aum ardner
Form S wuU 101
Version 06Aug2012
Page 2 Of6
State:
Fax:
Phone #
�-49B7

IV. PROJECT INFORMATION
In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the development shall be treated per state regulations prior to draining offsite
Through a sand filters stem.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 1.20 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 1.20 acres
Total project area shall be calculated to exclude the ollounng the nonual pool o im ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nori-coastal uretlands landward of tlu NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = z' %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormzater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Draina a Area _
Draina a Area _
Receiving Stream Name
Trib to Swift Ck
Stream Class *
C,NSW,SW
Stream Index Number *
27-976
Total Drainage Area (so
1.20 Ac
On -site Drainage Area (so
52272
Off -site Drainage Area (sf)
0
Proposed Im rvious Area" s
32820
% Impervious Area** total
62.79
Im rvious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/ Lots (so
8320
On -site Streets (so
0
On -site Parking (so
24500
On -site Sidewalks (so
Other on -site (so
0
Future (so
0
Off -site (sf)
0
Existing BUA*** (so
Total (so:
1 32820
* Stream Class and Index Number can be determined at: hey/portal rtcnenr.org/ureblugq&sicswcuassipcnnons
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union Countv: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Frtdangered Species watershed that maybe subject to more stringent stormwater requirements as per !SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http7//portal.nedenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http / /portal ncdenr.org/ web/ wqz w u/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http•/ /portal ncdenr org/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and impaled in blue ink. Download the latest versions
for each submitted application package from http //portal.ncdenr.org/ web/ wq ZwsZsu / statesw/ forms does.
nit
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Or girml 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
h!Wp / /www envhelp org pages/onestoMxpress.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 1/2 mile of the site boundary, include the 1/2
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.
In. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished Floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
for
Form SWU-101 Version 06Aug2012 Page 4 of 6

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9. Copy of any applicable soils report with the associated SHWT 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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRot Schedule a site visit for DWQ to verify the SHWT prior ^
to submittal, [phone].) �J
10. A copy of the most current property deed. Deed book: 2688 Page No: 0451
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 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hqp://www.secreta[y.state.nc.us/Corpgrations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any IoL 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/wg/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant- Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer.Marie U. Peedin
Consulting Firm: Pamlico Engineering Services, PLLC
Mailing Address:128 Abbey Lane
City:Washington State:NC Zip:27889
Phone: (252 ) 945-2988 Fax: (252 I 974-7618
Emad:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Sharon Bland , 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) Barnes Boilkin with (print or type name of organization listed in
Contact Information, item la) Eastern Pride, Inc to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
I, a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
WWAIM
My commission
X. APPLICANTS CERTIFICATION
I, (punt or type name of person listed in Contact information, item 1a) Barnes Boukirs
certify that the information included on this permit application form is, to the best of my knowledge, cornet and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A/NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature:_ >
�S
I, \ �c a Notary Public for the State of of
do hereby certify that ,�«S personally appeared
before me this lVay of S(��\C `�. ���and acknowledge cthe due execution of the pp ' tion for
a stormwater permit Witness my hand and official seal,
iX ® Cqr,
(/ 4gEAL
N0TAy c�=
y
G My Commissbn Exores 649.2017
y 13 L 1 �Y commission expires
sy
cGUN�
n,iiuu"�
Form SWU-101 Version 06Aug2012 Page 6 of 6

As the legal property owner I aclmuwledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement; or pending sale responsibility for compliance with the DWQ Stormwater permit reverts; back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a sturmwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may mutt in appropriate enforcement action including
the assessm72"Ai
vil penalties
�dQof/�l_/�up to $25,O00 per day, pursuant to NCGS 143-215.6.
Signature: 4 — Date-
I, 61 0 V I 1y) . a Notay Public for th// e State of��(�YY� lilyCy161 . Countyof
�p do hereby certify that IJYlCi�6Y1 C��lh�l�i personally appeared
before me this _6day of OC-4-6PW_ and wledge the due execution of the application for
a stormwater permit Witness my hand and official seal
SEAL
My commission expires nIy� , ZD
X APPLICANTS CERTIFICATION
1, (print or type name ofpawn listed in Contact Information, item Ia) Barnes Boukin
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rates under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date:
I,
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seat,
SEAL
My commission
Form SWU-101 Version 06Aug2012 Page 6 of

mli
Pamlico Engineering Services, PLLC.. Paco
128 Abbey Lane ^`.! Enti;iner a nq
WASHINGTON, NC 278893PHONE [phone] rivicrs
To: NCDENR
Date: 10/9/14 No.
Attention: Rodger Thorpe
t
943 Washington Square Mall
Washington, NC 27889
Re: Family Dollar—Vanceboro
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
❑ Specifications
COPIES
DATE
No
DESCRIPTION
1
Certification Form
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call me if you have any questions
Marie U. Peedin, PE.
RECEIVED
OCT - 9 2014
DWQ-WARO

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Family Dollar - Vanceboro
Stormwater Permit No. SW7131017
Craven County
Designer's Certification
I, M- V. r+-Q -'' " , as a duly registered ci ."(!P�-- in the
State of North Carolina, having been authorized to observe JLeriodioa yd weekly/ full
time) the construction of the project,
(Project)
for Ey's ' e2 N �2 �� . (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date lob a)i
Z-)d--)i1.
RECEIVED
OCT - 9 2014
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Certification Requirements:
/I. 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.
z""3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
_L4• All roof drains are located such that the runoff is directed into the system.
5. The bypass structure welr elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
B. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
OCT - 9 2014

Permit Number:
(to be provided by DWQ)
Wai
Ad �F pq
0y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be Filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section Ill) and the IdM Agreement (Section IV)
I. PROJECT INFORMATION
Project name Family Dollar Vanceboro
Contact name Marie Peedin
Phone number
Date
Drainage area number
II. DESIGN INFORMATION -
Site Characteristics
Drainage area (AD) 30,877.29 fly OK
Impervious area 25,020.00 fe
% Impervious (I,) 81.0%'yo - � ; .• - "r"
Design rainfall depth (Ro) 1.50 in "
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development l-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume
Design volume (WOV)
Adjusted water quality volume (WOVbJ
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand fitter (hm.,Fea)
Average head on the sedimentation basin and sand fitter (ha
Runoff Coefficient (Rv)
Type of Sand Filter
Open sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dsm)
Closed/pre-cast sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dam)
If this is a dosed, underground closed sand finer. The clearance between
the surface of the sand fitter and the bottom of the roof of the underground
structure (dam)
3.32 in
0.14 in/hr
2.69 ft3/sec
3.96 fe/sec
1.27 ff3/sect
3,006.67 ft3 "
2,255.00 ft3 V
2,415.00 ft3
18.5 it amsl
19.5 it amsl
1.50 it
0.75 ft
0,78 (unidess)
y YorN
18.50 ft amsl
16.50 ft amsl
0.00
n YorN
18.50 ft amsl
16.501t amsl
0.00
DEC 2 2013
OK
Insufficient depth.
OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and II. Project Design Summary, Page 1 of 2

Sedimentation Basin
Permit Number:
(to be provided by DWQ)
Surface area of sedimentation basin (As)
Sedimentation basinichamber depth
Sand Fifter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet discharge/tlowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed throuqh a vegetated fitter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft tl SA waters)?
If not a dosed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (Wsm)?
What is the depth of sand over the outlet pipe (dpipe)?
1,015.00 fe OK. Meets minimum, but may need to be increased to
2.50 ft
1,335.00 fe Increase surface area.This will also increase the
18.50 ft amsl
17.00 it amsl
1.50 it
2.00 (ftlday)
15.00 in
0.02 ft/sec
6.20 hours OK. Submft drainage calculations.
0.26 days
y YorN OK
N Y or N Insufficient flow splitter.
na Y or N Enter Data
0.00 it
na Y or N Enter Data
Y or N Enter Data
y YorN OK
y YorN OK
YorN
22.00 It OK
2.00 ft OK
Form SW401Sand Filter-Revb 2000Sept77 Parts I and II. Project Design Summary, Page 2 of 2

I r r
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S '

1 6 2013 Permit Number:
DEC _ (m be provided by D WO
Drainage Area Number:
Sand,Tilter Op atiem,and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element: 7
Potential problem:
How I will remediate the problem:
Entire BMP
Trash/debris is present.
Remove the trash debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon Jas
applicable)
pavement surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
dama a is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Form SW401-Sand Filter O&M-Rev.42009Septl7 Page 1 of 3

i
n

BMP element:
Potentialproblem:
How I will remediate theproblem:
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is dama ed
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-1786.
Form SW40I-Sand Filter O&M-Rev.4 2009Sept17 Page 2 of 3

Permit Number:
(lobe provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:Family Dollar Vanceboro
BMP drainage area number:
Print name:Bames Boykin
Title:Vice president Secretary
Address:2405-F Nash Street, Wilson, NC
uate:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
11 NJ \,- ��- \' \ o U t A , a Notary Public for the State of
County of , do hereby certify that
ersonally appeared before me this 1cp4%ay of
and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and official seal,
.IpT'�►y
?.7 arc,
SEAL
My commission expires QD 13
Form SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 3 of 3

Weir Report
Hydraflow Express Extension for AutoCAD® Civil 3D0 2009 by Autodesk, Inc.
EMERGENCY SPILL WAY
Trapezoidal Weir
Crest
= Sharp
Bottom Length (ft)
= 15.00
Total Depth (ft)
= 1.00
Side Slope (z:1)
= 3.00
Calculations
Weir Coeff. Cw
= 3.10
Compute by:
Known Q
Known Q (cfs)
= 5.80
Depth (ft)
2.00
1.50
1.00
0.50
11M
-0.50
0 5 10
Weir W.S.
EMERGENCY SPILL WAY
Friday, Dec 13 2013
Highlighted
Depth (ft)
= 0.25
Q (cfs)
= 5.800
Area (sqft)
= 3.94
Velocity (fUs)
= 1.47
Top Width (ft)
= 16.50
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-0.50
15 20 25 30 35
Length (ft)