SW7120101_CURRENT PERMIT_20120306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW l D
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD
l

ii
RA
NCDENR
North Carolina Department of Environment and Natura
Division of Water Quality
Beverly Eaves Perdue
Governor
Eastern Pride Inc.
Attn: Mr. Barnes Boykin
2405-F Nash Street
Wilson, NC 27896
Dear Mr. Boykin:
Charles Walkid
Director
March 6, 2012
Wo--R U
Resources
Dee Freeman
Secretary
Subject: Stormwater Permit No.SW7120101
Family Dollar Store - Sunbury
High Density Stormwater Project
Gates County
The Washington Regional Office received your completed application for, a
Stormwater Management Permit on February 29, 2012 Staff review of the plans
and specifications has determined that the subject project will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7120101 dated March 6, 2012 for the subject project.
This permit shall be effective from the date of issuance until March 6, 2020, 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
and in the submitted application. 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 thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made
this permit shall be final and binding.
North Carolina Division of Water Quality Internet: www.ncwaterquality,arg
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

Page 2 of 9
Eastern Pride, Inc
March 6, 2012
Page Two
If you have any questions, or need additional information concerning this matter,
please contact either Bill Moore, or me at [phone].
cc: Pamlico Engineering Services, PLLC
Gates County Planning/Inspections
Washington Regional Office

Page 3 of 9
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Eastern Pride, Inc
Mr. Barnes Boykin
Gates County
FOR THE
construction, operation and maintenance of a wet detention pond system in
compliance with the provisions of 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 Water Quality and considered a part of this permit for
the Family Dollar Store located at Sunbury, NC.
This permit shall be effective from the date of issuance until March 6, 2020 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described in Section 1.5 on page 4 of this permit.
3. 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 and permit.
4. The tract will be limited to the amount of built -upon area indicated on page
4 of this permit, and per approved plans. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed
into the permitted stormwater control system.

Page 4 of 9
5. The following design criteria have been provided for the construction of
the wet pond system and must be maintained at design condition:
a. Total Site Area: 1.53 acres
b.
Impervious Area:
0.66 acres
d.
Required Storage Volume:
3663 cf
e.
Provided Storage Volume:
3920 cf
f.
Required Surface Area:
2932 sf
g.
Provided Surface Area:
6329 sf
g
Design Storm:
1.5-inch
Receiving Stream: UT -Raynor Swamp
Classification of Water Body: C-NSW
II. SCHEDULE OF COMPLIANCE
The stormwater management system -shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded
areas of the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at
optimum efficiency. The approved Operation and Maintenance Plans
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, filter 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 and made available upon
request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were
taken.

Page 5 of 9
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. 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.
7. 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.
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.

Page 6 of 9
13. This permit shall be effective from the date of issuance until March 6,
2020. 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.
III. GENERAL CONDITIONS
This permit is not transferable 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 formal permit transfer request to the Division of
Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee
is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit
may subject the Permittee to enforcement action by the Division of Water
Quality, in accordance with North Carolina General Statute 143-215.6A to
143-215.6C.
3. 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.
4. 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.
5. 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.
6. 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.
7. 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.
8. 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 for
the life of the project.

Page 7of9
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 6th day of March, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ror ynartes wawa;�-Wy uirecror
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7120101

Page 8 of 9
Stormwater Permit No. SW7120101
Wet Pond System
Family Dollar - Sunbury, NC
Gates County
Designer's Certification
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.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
Registration Number
Date

Page 9 of 9
Complete this checklist for each system and include with
Certification:
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 elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/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.

kla(kv
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
September 4, 2019
Attention: Mr. John G. McLeod, General Partner
MCE Commercial, LLP
418 First Street
Roanoke, VA 24011-1920
Subject: Stormwater Permit Renewal & Ownership Change
Stormwater Management Permit SW7120101
Family Dollar Store - Sunbury, NC
Gates County
Dear Mr. McLeod:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7120101 for a stormwater treatment system consisting of a wet
detention pond serving the Family Dollar Store located at 1001 US 158 East in Sunbury,
NC expires on March 6, 2020. Permit renewal applications are due 180 days prior to
expiration. We do not have a record of receiving a renewal application.
The permit was originally issued to Eastern Pride, Inc. It was noted in the Gates County
tax records that the property is now owned by MCE Commercial, LLP. Permits are not
automatically transferred to new owners without the submittal of an ownership change
application and fee. You were notified in 2016 that this permit needed to be transferred.
As of this date we have not received a transfer application. Please submit a completed
permit renewal application along with a $505.00 fee for permit renewal and an
ownership change application with an additional $505.00 fee. Application forms for
renewal and ownership change can be found on our website at:
htt�l_1deq.nc.govJabout/divisions /energy-mi neral-land-resources/energy-mineral -land -
rules f stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
Failure to submit the required applications will result in this office pursuing an
enforcement action.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy of the applications by e-mailing me at
[e-mail].
Sincerely,
Roger K. Thorpe
Environmental Engineer
®� ��� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington 5quare Mall f Washington, North Carolina 27889
r«\ r 252.946.6481

Page 8 of 9
Stormwater Permit No. SW7120101
Wet Pond System
Family Dollar - Sunbury, NC
Gates County
Designee's Certification
RECEIVED h�
SEP 1 2 2012
DWQ-WARO
tMarie U Peedin , as a duly registered
engineer in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full time) the construction of the
project,
Family Dollar Sunbury
(Project)
for Eastern Pride, INC (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.
Note: The checklist on the following page must be, included with this
Certification. Any changes or deviations from the -approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
20212
Registration Number
Date 9/12/12 _

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Page 9 of 9
Complete this checklist for each system and include with
Certification:
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.
l 5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/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.
l 13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved
plans.

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- DWQ USE ONLY
Date Received
Fee Paid
Permit Number
a
of el f
Applicable Rules: ❑ Coastal SW - 7995 ❑ Coastal SW - 2008 ❑ Ph I1- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Managem nt Plan
❑ Other WQ M mt Plan:
State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality
JAN - 3 2012
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form rimy be photocopied for rise as air original D n j' �Q— /{, / A/� R O
1. GENERAL INFORMATION j�
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Sunburn - Family Dollar
2. Location of Project (street address):
US 158 Hwy
City:Sunbury County:Gates Zip: 27979
3. Directions to project (from nearest major intersection):
Project is located approximately 600 if west of the intersection of NC 32 and US 158
4. Latitude:.36° 35' 08" N Longitude:76 ° 45' 05" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Spec ify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. if this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 1.5 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:
Form SWU-l01 Version 07July2009 Page I of

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.1I1. CONTACT INFORMATION
1, a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the ro'ect :
Applicant/Organization: Eastern Pride Inc.
Signing Official & Title:Barnes Boykin
b.Contact information for person listed in item la above:
Street Address:2405-F Nash Street
City:Wilson _ _ State:NC Zip:27896
Mailing Address (if applicable):
City:
Phone: (252 ) 230-0632__
Email:
State: Zip:
Fax: ( 1
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:Fank T Cross and MaryAn_n_ Cross Busby___
Signing Official & Title:Owners
b.Contact information for person listed in item 2a above:
Street Ad
City: State: Zip:
Mailing Address (if applicable):P O Bx 6564
City:Raleigh State:NC Zip:27628
Phone: (�) Fax: ( _
Email:
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: S eld en Taylor - Stock and Taylor Construction Co.
Signing Official & Title:Selden Taylor, P.E. President
b.Contact information for person listed in item 3a above:
Mailing Address:1825 Carolina Ave
City:Washington State:NC Zip:27889
Phone: (252 ) 975-5855 Fax: {- )
Email:
4. Local jurisdiction for building permits: Gates County
Point of Contact:Edgar Mitchel Phone #: [phone]
Form SWU-101 Version 07July2009 Page 2 of

.IV. ' 'PROJECT INFORMATION
1
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the development shall be treated !�y a wet p9nd and then controlled overflow into an
existing farm ditch
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.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 Chowan
4. Total Property Area: 1.53 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':1.53 acres
Total project area shall he calculated to exclude thefollowing: the normal pool of impounded stnrctures, the area
between the banks of streams and rivers, the area belozo the Nonnal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line rnmy
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / TotaI Project Area) X 100 = 43.29 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
Stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina a Area 1
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
Trib to Raynor
Swam
Stream Class *
C:NSW
Stream Index Number *
25-17-2
Total Drainage Area (so
66646
Y '
On -site Drainage Area (sf)
66646
%, 53 G`,
Off -site Drainage Area (sf)
0
Proposed Im ervious Area** (so
28849
% Impervious Area** total
43.29
Impervious- Surface Area
Drainage Area 7
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
8000
0
On -site Streets (sf)
0
On -site Parking (so
19679
On -site Sidewalks (so
1170
0
Other on -site (so
0
Future (so
0
Off -site (sf)
0
Existing BUA*** (so
Total (sf):
28849
Stream Class and Index Number can be determined at: llttp://h2o.eizr.state.irc.rrs/hizzrs/reports/reportsWB.l2tzxl
Form SWU-101 Version 07July2009 Page 3 of

* bri ervivxts area is drfined as the built upon area including, but not limited to, buildings, roads, parking areas,
siYeewalks, gravel areas, etc.
***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 BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. NA
Projects in Union County: Contact DWQ Central Office staff to check if 1he project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 01B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/Lh2o.enr.state.nc.us/su/bmp_forms.htm.
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:%/h2o.enr.state.nc.us/su/bmp forms.htm. 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://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hqp://h2o.enr.state.nc.us/su/bmp_forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,_signed _and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hU://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ma.nagement
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'/2 mile of the site boundary, include the z/z
mile radius on the map.
7. Sealed, signed and dated calculations.
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 Iandward of the MHW or NHW lines.
+ Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control 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.
nit' s
nl A
fort
T
Form SWU-101 Version 07July2009 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
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 WiRO: Schedule a site visit for DWQ to verefij the SNWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 201 Page No: 164
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 1 a, 2a, and/or 3a per NCAC 21H.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.secreta!y-state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any Iot. 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://h2o.enr.state.nc.us/su/bmp forms.htmgdeed restrictions. 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, PE
Consulting Firm: Pamlico Engineering Services PLLC
Mailing Address:128 Abbey Lane
City:Washin ton State:NC Zip:27889
Phone: (252 ) 945-2983
Email:[e-mail]
Fax: (252 ) 974-7618
IX. PROPERTY OWNER AUTHORIZATION (if Con fact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) FrankT Cross, Mani Any Cross Busby
of organization listed in Contact Information, item 1b) 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.
Forth SWU-101 Version 07July2009 Page 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 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 wiIl 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$255,0,0/0 per day, pursuant to NfC�GS 14.3-215.b. l
Signa re: _ 4 _ R A —(-( K Arn�1� 5�J_}'�i/S Date:
I, r r a Notary Public for the State of �t7r�� rp�i na . County of
ir10 W8 dohereby certifythat - !I �5 L • i n e r- personally appeared
before me this 'day of 1 �C 1�e' ad !1 . and a kn ledge the 'a e a Iication for
a stormwater permit. Witness my hand and official seal,
SEAL KRISTY L LaLONDE
NOTARY PUBLIC
CHMAN COUNTY, NC
My commission expires.
X. APPLICANT'S CERTIFICATION
1. de? /
I, (print or type name of person listed in Contact Inf7rmation, item 2) Barnes Rpylan
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 rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. fl - Post Construction) or SL 2008-211.
1 �
I, 1 a Notary Public for the
d ereby certify that
before me Jis J day of 1 { and a knowI
a stormwater permit. Witness my hand and official seal,
M1�,I
sit. Z=
dip. ed
14fii; LI�it��'
SEAL
My commission expires -
Date:/-Ui 0h)
of I N�d Cph� County of
personally appeared
due execution of the application for
Farm 5WU-101 Version 07July2009 Page 6 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 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 civ' Ities of up to ,000 per day, pyrsuant to NCGS 143-215.6.
Signature:
Date: IZ - 2- 1 - Zo I /
I, - Charlofk F. Wa4res , a Notary Public for the State of tJorl-h earrib a County of
G! (Lb ___ . ----...,do hereby certify that Fra „kC ruc-Ler C'r01,-< personally appeared
before me this Z1 day of ccm er ZVII and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, _ tJ__..u�Ie T.- —
B NCDL '4X7Lifcq
vComm. Exp• '_. c
la 2-28-2015.
G
�4 5 k
X- APPLICANT'S CERTIFICATION
SEAL
My commission expires
Z- zB-Za1S
Y
I, (print or type name of person listed in Contact Information, item 2) Barnes Bmrkan
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 rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. it - Post Construction) or SL 2008-211.
V
I, a Notary Public for the Statp of
d ereby certify that ) L�- "- (
before me day of I D l { and artknowlecip t f
a stormwater permit. Witness my hand and official seal, J
SEAL
Date:_ I1.I oh)
� PiAAaCountv of
'�- personally appeared
execution of the application for
My commission expires $' la-aw_ le _-
Form SWU-101 Version 07July2009
Page 6 of 6

4
Permit Number:
(to be provided by DWQ)
Drainage Area Number.
Wet Detention Basin Operation and Maintenance Agreement
I will [seep 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is prVVECEIVED
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet. Jq N - 3 2012
This system (check one):
® does ❑ does not incorporate pretreatment other than a ebay. w'
Important maintenance procedures:
-- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
-- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential probleirn
How I will remediate the roblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
'The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary bo
detention basin
erosive gullies have formed.
remove the 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
Maintain vegetation at a height of
long.
approximately six inches.
Donn SW401-Wet Detention Basin O&M-Rev.4
Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem;
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth,
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
ill In the blanks)
Q Permanent Pool Elevation 33
Sediment Removal . 31 rSVedime\nt
nel
------�--------lumSediment Removal Elevation 27.5 Volume
Bottom Elevatio 30 in. ------
Bottom Elevation 26.5 I-ft n.
Storage Sedimeni
Storage
FOREBAV MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be 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 nameTamily Dollar Sunbury
BMP drainage area number: I
Phone:
Signature: <Z;-�
Date:
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.
I, _ I �. — __ , a Notary Public for the State of
County of , do hereby certify that
"kt,' ti. __ ersonally appeared before me this
day of j;: 4 �� D 11 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my band and official
seal,
SEAL
l�I 111
`%%Ovr �10�4'
.9 •
z`
My commission expires___ 3- a y - C20J � _ T
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

i
rr Permit No.
fro be provided by DWOJ
®�� a0F WA7-�c9p
�
HCDEHR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, prirRed and submifted.
The Required Items Check& (Part 111) must be printed, filled out and submitted abng wdh all of the required information.
IL PROJECT INFORMATION
Project name Family Dollar- Sunbury
Contact person Marie U Peedin, PE
Phone number 252-945-2983
Date 1213012011
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
66.646 fe
Impervious area, post -development
28,849 fl2
% impervious
43.29 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
3,663 ft3 ,
OK
Vobane provided
3,920 ft3
OK, volume provided is aqual to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
fly
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
Minimum volume required
ft3
RE
Volume provided
ft3
Peak Flow Calculations
J A N — 3 2012
Is the pre/post control of the lyr 24hr storm peak flow required?
Y (Y or N)
1-yr. 24-hr rainfall depth
3.0 in
Rational C, pre -development
Rational C, post -development
0.20 (uniUess)
0.60 (unittess)
4 Q'I
»' ,
Rainfall intensity: l-yT, 24-hr storm
0,13 irdhr
OK
Pre -development 1-yr, 24-hr peak flow
0.07 h31&ec
Post -development t-yr, 24-hr peak flow
0.10 R31W
PrefPost 1-yr, 24-hr peak flow control
0.03 folsec
Elevations
Temporary pool elevation
33.50 fmsl
Permawt pod elevation
33.00 fmsl
SHWT elevation (approx. at the pens. pod elevation)
33.00 W
Top of 1 Oft vegetated shelf elevation
33.50 fmsl
Bottom of 10ft vegetated shelf elevation
32.50 frnsl
Sediment deanout, top elevation (bottom of pond)
27.50 fms!
Sediment deanout, bottom elevation
26,50 imsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pod?
Y (Y or N)
Elevation of the top of the additional volume
33.5 fmsl
OK
Form SW401-Wei Detention 8asin-Rev.e-9117W Parts 1. 8 II, Design Summary, Page 1 of 2

r
Y
• it „:
'�' .�
N

Permit No.
(to be provided by DM)
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
—SAIDA ratio
Area PROVIDED, permanent pool, A ._,,d
Area, bottom of 10fl vegetated shelf, Ab., dr
Area, sediment deanout, top elevation (bottom of pond), Atm_pc d
Volumes
Volume, temporary pod
Volume, permanent pod. VP--P d
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pod volume
SAlDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp,,,pw
Area provided, permanent pod, Aw,,,_xd
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pod, Apm_xd
Area, bottom of 10ft vegetated shelf, Am w m
Area, sediment deanout, top elevation (bottom of pond), Air w„ d
"Depth' (distance bhv bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest MR)
Drawdown Calculations
Drawdown through orifice?
Ilame ter of orifice (If circular)
Area of orifice (it -non -circular)
Coefficient of discharge (Co)
Driving head (H.)
Drawdown through weir?
Weir type
Coefficierd of discharge (Cw)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post-developmerd 1-yr, 24-hr peak Bow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional tnforoation
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
9,345 ft
2,932 ft7
4.40 (unitless)
6,329 fen
4,704 ft`
2,054
3,920 ft3 OK
18,584 to
3,350 ft'
18.0% % OK
r90%,
Y (Y or N)
N (Y or N)
4.40 (unittess)
N (Y or N)
18,584 ft'
6,329 ft`
2.07 ft
4.0 ft
y (Y or N)
6,329 ft`
4,704 ft
2,054
5.00 ft
4.00 ft
4.0 ft
Y . (Y or N)
2.00 in
in'
0.60 (unilless)
0.17 it
N (Y or N)
(unitless)
(unitless)
ft
it
0.07 ft3lsec
0.10 ft3lsec
0.02 felsec
2.00 days
3 :1
10 :1
1 a.0 ft
3 :1
2.0 :1
Y (Y or N)
Yft
N (Y or N)
n (Y or N)
Y (Y or N)
Sump pump
Need 3 ft min,
Insufficient. Check calculation.
OK
OK
OK, draws down in 25 days.
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
Form SW401-Wet Detention Basin-Rev.8-9117l09 Parts 1. & R. Design Summary, Page 2 of 2

JI Permit No.
(to be provided by DWQ)
III. REQUIRED !ITEMS CHECKLIST
Please indicate the page or plan street numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Paget Plan
Initials Sheet No.
-U° 1. Plants (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C _G c 7 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
- Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
- Filter strip.
-003 3. Section view of the wet detention basin (1" = 20' or larger) showing:
-Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
C - D b3 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
—4 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
N IV 9. A copy of the deed restrictions (if required).
10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9l17l09 Part III, Required Items Checklist, Page 1 of 1

r
rn
4. ,r , d
• Ie. v lid 1. � � , _ f!'..-
11 t
.. y,q .t yji. •1?i
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I ' .� ~!.. C�i'. Ilc , n �." ' _'t,r 11
._ __

Compliance Inspection Report
Permit: SW7120101 Effective:03/06112 Expiration: 03/06/20
Project: Family Dollar - Sunbury
Owner: Eastern Pride Inc
County: Gates Adress: US Hwy 158
Region: Washington
City/State/Zip: Sunbury NC 27979
Contact Person: Barnes Boykin Title:
Directions to Project:
Project is located approx 600 ft west of the intersect of NC 32 8 US 158
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Duke Swamp) (03-01-01 } ( C:NS11V)
On -Site Representative(s):
Related Permits:
Inspection Date: 1010512018 Entry Time: 01:OOPM
Primary Inspector: William J Moore
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Ke r;-
4Te
/Ct)41� c%ed ,�•, ��r� sus
34., q- - C'
Phone: [phone]
Exit Time: 01:30PM
Phone: [phone] Ext.264
Inspection Type: Compliance Evaluation
page: 1

Permit: SW7120101 Owner - Project: Eastern Pride Inc
Inspection Date: 10/0512018 Inspection Type Compliance Evaluation
Reason for Visit: Routine
Inspection Summary:
Site inspection 10/05/2018 at Family Dollar Store located adjacent to US Hw 158 in Sunbury, NC.
Site is 1.53 acres with 0.66 acres impervious area. Project appears to be constructed according to plans.
The following observations/comments are provided:
Interior banks/slopes of wet pond are overgrown with small trees; predominately pines & river birch; some 10-15 ft tall.
Dominant vegetation in forebay & at perimeter aquatic shelf is cattails. These conditions indicate a lack of maintenance.
Need to remove trees, cattails & restore slopes as need.
Inlet & Outlet are overgrown with cattails. Remove vegetation from around structures; check for stability; repair any
erosion
PE Certification submitted 9/12/12. Signed O&M in files. Review of file indicates ownership change but no apparent
response from new owner. Needs follow-up to get permit issued in current owners name.
Built U12on Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ® ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ® ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ® ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ® ❑ ❑ ❑
Are the inlets located per the approved plans? ® ❑ ❑ ❑
Are the outlet structures located per the approved plans? ® ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ®❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ ❑
DWQ upon request?
Comment: see summary comments
/ac* o -jr `�o 4d.5 /ern ! t,c/P
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