SW8111107_CURRENT PERMIT_20221220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I l I I o-)
DOC TYPE
0 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 X2 20
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
DOUGLAS R. ANSEL
interim Director
December 20th, 2022
VCG Investors, LLC
Attn: George C Venters, Manager
905 Williamson Drive
Raleigh, NC 27608
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8111107
Dollar General Sneads Ferry
Onslow County
Dear Mr. Venters:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR" ). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on December 16t6, 2022. The Division is hereby notifying you that permit SW8111107 has
been renewed, updated, and re -issued on December 20`s, 2022, as attached. Please be aware that the renewal and
re -issuance of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until November 18'", 2029 and does not supersede any other agency permit that
may be required. The project shall be subject to the conditions and limitations as specified therein. This permit
does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with abetter understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Aisia Freeman in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely, �k
.%r Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Copy of the Renewal Application Documents
DES/af: \\\Stormwater\Permits & Projects\201 I\I 11107 HD\2022 12 permit 111107
cc: Wilmington Regional Office Stormwater File
®� �� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796,7215

Post -Construction Stormwater Management
Permit No. SW8111107
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT SA WATERS
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
VGC Investors, LLC
Dollar General — Sneads Ferry
NC Highway 172, Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond discharging to Class SA waters in
compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') as outlined in the application, approved stormwater management plans,
supplement, calculations, operation and maintenance agreement, recorded documents, specifications, and
other supporting data (the "approved plans and specifications") as attached and/or on file with and approved by
the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be
constructed, operated and maintained in accordance with these approved plans and specifications. The
approved plans and specifications are incorporated by reference and are enforceable part of this permit
This permit shall be effective from the date of issuance until November 1811, 2029 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until the
permittee files a request with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any condition. 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 for cause as
allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.9 on page 3 of this permit. The stormwater control has been designed to handle the runoff
from 34,312 sf of impervious area.
A 50' wide vegetative buffer must be provided adjacent to surface waters, measured horizontally from
and perpendicular to the normal pool of impounded structures, the top of bank of both sides of streams
and rivers and the mean high water line of tidal waters..
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8111107
4. The overflow from the wet pond must flow overland through a level spreader and 50-foot vegetated
filter strip designed to pass the peak flow from the 10 year storm in a diffuse, non -erosive manner.
5. The drainage area will be limited to the amount of built -upon area indicated in Sections 1.2 and 1.8 of
this permit, and per approved plans.
6. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all required easements.
7. The runoff from all built -upon area within the permitted drainage area of this project must be directed
into the permitted stormwater control system.
8. The following design criteria have been provided
in the wet detention pond and must be maintained at
design condition:
a. Drainage Area, acres:
1.03
Onsite, ft2:
44,870
Offsite, ft2:
N/A
b. Total Impervious Surfaces, ft2:
34,312
Onsite, ft2:
34,312
Offsite, ft2:
N/A
C. Design Storm, inches:
3.7
d. Average Pond Design Depth, feet:
3
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
45.0
g. Permanent Pool Surface Area, ft2:
3,975
h. Permitted Storage Volume, ft3:
9,878
i. Temporary Storage Elevation, FMSL:
46.7
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
1.53
k. Controlling Orifice:
VO pipe
I. Orifice flowrate, cfs:
0.03
M. Permitted Forebay Volume, ft':
1,531
n. Fountain Horsepower
N/A
o. Receiving Stream/River Basin:
Everett Creek / White Oak
p. Stream Index Number:
19-32
q. Classification of Water Body:
"SA;HQW'
9. A secondary BMP in series with the wet pond must
be provided to treat the design storm discharged
from the pond. The secondary BMP is Level Spreader and Filter Strip, and the following design criteria
have been provided in the secondary BMP and must
be maintained at design condition:
a. Level Spreader Length, ft:
10
b. Filter Strip Area, ft2:
300
C. Filter Strip Width, ft:
10
d. Filter Strip Length, ft:
30
e. Filter Strip Infiltration Rate, in/hr:
0.5
It. 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.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8111107
3. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation
of this permitted facility, the permittee shall cause a certification from an appropriate designer for the
system installed to be submitted, certifying that the permitted facility has been installed in accordance
with this permit, the approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
4. Decorative spray fountains will be allowed in the stormwater treatment system if calculations are
provided documenting the permanent pool volume is greater than 30,000 cubic feet.
5. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins
and piping.
q. Access to the outlet structure must be available at all times.
No person or entity, including the permittee, shall alter any component shown in the approved plans
and specifications. Prior to the construction of any modification to the approved plans, the permittee
shall submit to the Director, and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the project or SCM that
impact the certifications, a new or updated certification(s), as applicable, will be required and a copy
must be submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or
property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of
the approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on
the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved plans and
specifications.
g. Other modifications as determined by the Director.
Records of maintenance activities must be kept and made available upon request to authorized
personnel of the division. The records will indicate the date, activity, name of person performing the
work and what actions were taken.
The facilities shall be constructed in accordance with the conditions of this permit, the approved plans
and specifications, and other supporting data.
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.
10. Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate
recorded easements at all times.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8111107
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
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall
take immediate corrective actions. This includes actions required by this Division and the stormwater
rules such as the construction of additional or replacement on -site stormwater systems. These
additional or replacement measures shall receive a permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The
permittee shall submit a completed Permit Information Update Application Form to the Division within
30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must
be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business association that
has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property on which
the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal
proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the permitted
activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be
conducted by Division personnel to ensure the permit conditions have been met and that the project
and the on -site stormwater system complies with the permit conditions. Records of maintenance
activities performed to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this
permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during
normal business hours to inspect all components of the permitted project.
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8111107
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual
certification completed by either the permittee or their designee confirming the projects
conformance with permit conditions
e. OBTAINING COMPLIANCE. 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
modified plans and certification in writing to the Director that the changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying
with and obtaining any other permits or approvals that are required for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed, updated, and reissued this the 20' day of December 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
WSQ
€ Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Post -Construction Stormwater Management
Permit No. SW8111107
Dollar General — Sneads Ferry
Stormwater Permit No. SW8 111107
Onslow County
Designer's Certification
I, , as a duly registered in the State of North Carolina,
having been authorized to observe (periodically/ weekly/ full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
Certification Requirements:
SEAL
Page 1 of 2

Post -Construction Stormwater Management
Permit No. SW8111107
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon
area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes above permanent pool are grassed with permanent vegetation.
9. Vegetated slopes above permanent pool are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay, a vegetated
filter, level spreader and a secondary BMP.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common areas, or
recorded easements.
cc: NCDENR-DEQ Regional Office
Onslow County Building Inspections
Page 2 of 2

Attachment C - Permitting History
Dollar General Sneads Ferry Hwy 172
Permit No. SW8111107
Approval
Permit Action
BIMS
Description of the Changes
Modified Plan Sheets
Date
Version
High Density Commercial Wet Detention Pond Project
(Class SA waters) -construction, operation and
maintenance of a wet detention pond discharging to Class
SA waters in compliance with the provisions of 15A
NCAC 2H .1000 and Session Law 2008-211. The
stormwater control has been designed to handle the
runoff from 34,312 sf of impervious area. A 50' wide
1 1/18/2011
Original
LO
vegetative buffer must be provided adjacent to surface
C-1-6, C-9-1 1
Approval
waters, measured horizontally from and perpendicular to
the normal pool of impounded structures, the top of bank
of both sides of streams and rivers and the mean high
water line of tidal waters. The overflow from the wet
pond must flow overland through a level spreader and 50-
foot vegetated filter strip designed to pass the peak Flow
from the 10 year storm in a diffuse, non -erosive manner.
7/30/2013
Minor
1.1
Name Change/Ownership Change
Modification
12/20/2022
Renewal
2.0
New expiration date 11/18/2029
Page 1 of 1

Permit Number: Sw8 ����0 7
(to be prorided by D01Q)
Drainage Area Number:
Wet Detention Basin Operation 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
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:
Potentialproblem:
How I will remediate theproblem:
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 to
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
lon
-approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
ZTFi v E u
NOV 1 5 2011
LBY:— __—
Page 1 of 4

IL
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.
i
Form SW401-Wet Detention Basin O&M-Rev.4 NOV 1 5 2011 Page 2 of 4
1BY:

Permit Number:
(to be 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 39.0 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 41.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
Sediment Removal a. 41.0 Pe manen\
Volume
Bottom Elevatio 40 -ft Min.
Sediment
Storage
FOREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 45
Pool
Sediment Removal Elevation 39.0 Volunu
----------------------- ------
Bottom Elevation
MAIN POND
RECEIVED
NOV 1 5 Z011 Page of
BY:
-
Storage

Permit Number:
(to be provided by DIVQ)
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:Dollar General - Sneads Ferry
BMP drainage area number:
Print name:Gcork;e T. Barnes, Jr. - Glandon Forest Equity, LLC
Title: member/manatzer
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.
a Notary Public for the State of
6yZ� dt11V/) County of W19,ce , do hereby certify that
C00'eD2G e T 'dlglL/J/ES v-&2 personally appeared before me this /yTy
day of llfldVoc7lyq&EL ap„ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, '�4L- 4 mu'odO
♦♦♦0" N N ry'�..
ssion
��QP SlA 0 0
. o° ?ptARy N N
f
pUBdG m 2V
"'la coUN�%♦`♦
�
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4 NOV 1 5 2011 page 4 of 4
i"D �:

Permit Number: _�51ile-////D 7
(Io be prorided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation 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:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (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:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
-system
The flow splitter device
The Flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The Flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev3
NOV 1 5 Z011
BY: --
Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the. level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
f applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
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.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
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.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
NOV 1 5 2011
�:_I?age_2 of 3

Permit
(to be provided fiv DINQ)
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:Dollar General - Sneads Ferry
BMP drainage area number:
Print name:Georae T. Barnes, Jr. - Glandon Forest Equity, LLC
Title: member/manager
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.
a Notary Public for the State of
W/(,r11(iqi(County
//of VU/f%Ce-7 , do hereby certify that
C,00 cE T ,CYi)-X_V&Z /iL personally appeared before me this,y�
day of/I/dyc7y/lfG'-A- o20yl , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal, 4 W,/,/
`i \PNNA/ �,y
QP,\5slon�A
�aTAgy'Om N
N
� "UBIVG ,m tj`
oreh 15.2�
SEAL
My commission expires -01)16
CEW ED
NOV 1 5 2011
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
Page 3 of 3

lls. 7 .wma o, ,77 777 5', 'nl.;-.-r ...UtML"K'UbL`UNL'Y'1,71.,-r"—r7,7 . a 77 ., =11
Date FZeceived
Fee Paid
Permit Number
21 6 a�
-Jtt:� a 90 505 =
ScJB 1111 v
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number:
2. Project name: Dollar general Sneads Ferry
3. Project street address: 2041 NC-}Bk8 NNf /%%
City: Sneads Ferry rvG County: Onslow ZIP
Sneads Ferry a8,9*- 62z, f-
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg,nc.gov/a bout/divisions/energy-
mineral-land-resources/energy-minera I-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.goy/about/divisions/energV-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: VCG Investors, LLC
2. Signing Official's Name: George C Venters
3. Signing Official's Title: Managing Partner
4. Mailing Address: 905 Williamson Drive
City: Raleigh
5. Street Address:
NC ZIP: 27608
City: State: ZIP:
6. Phone: [phone] Email: george.venters(aDgmail.com
DEC 16 2022
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
gcv 1. A permit application processing fee of $505.00 payable to NCDEQ.
gcv 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act,"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
1 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
gcv 4.
O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
/ requesting a copy be sent to me. I agree to keep this on file with the permit.
,�_ _(V 5.
Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
/ inspected, and that they have been built and maintained in accordance with the permit.
v 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
r
x'0EC 16 2022 I r
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMIIT"►TEE'S CERTIFICATION
I, lJ L PRI 1� C. I! �N TE/?S the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information p ovided on this permit renewal application is, to the best of my
knowledge, correct and compl e.
Signature: ` Date: h PCfs��AL2 3 Z DZ Z
'T
NOTARIZATION: j�
OLY A rt � Y� g , a Notary Public for the State of
C_ , County ofyiate. , do hereby certify
that Oeorqc C ` er personally appeared before me
this the day of __ D-0C-f>-n64e✓ 20a—_�,and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary 11111111,
i L� •_R`missi;�; c .
_ .� avrniy)- iiu:r
Imy c4ission expiresN 7
A OG
i9�8.04 2p2:�`:
F
rrrrinllN��
C�6�5"ey'r
DEC 162022
i
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

N
Permit No. ��j F111nq /
(to be provided by DWD)
@.
20 WATE�O
O 9
NCDENR
Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information
I. PROJECT INFORMATION
Project name
Dollar General - Sneads Ferry NC
Contact person
Mall Lowder, PE
Phone number
919-553-6570
Date
1102011
Drainage area number
1
117 DESIGN (INFORMATION • E.
' ° "
• ` '
Site Characteristics
Drainage area
44,870 rye
Impervious area, post -development
34,312 rye
%impervious
76.47 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
fi'
Volume provided
ft3
lume: SA Waters
Storage
volume
4,137 ry'
C,Afc'r7��p��
Pre -development 1-yr, 24-hr runoff
688 ryad`�`O�e�ss�
�N
Post -development 1-yr, 24-hr runoff
Minimum volume required
10,150 11
9,462
rya
Volume provided
9,878 it'
_ q SEAL —
PeakFlowCalculations
— s 24434
%5% I(•�.' �+
Is the the lyr 24hr flow Y N)
prefpost control of stone peak
required? (Y or
1-yr, 24-hr rainfall depth
3.7 in
�._�l� r° as°°•°�
,
Rational C, pre -development
0.25 (unitless)
Rational C, post -development
0.80 (unitless)
Rainfall intensity, 1-yr, 24-hr storm
.53 inlhr OK
Pre -development 1-yr, 24-hr peak Flaw
1 .53 ry'Isec
Post -development 1-yr, 24-hr peak Flow
4.89 ft"isec
PrelPost 1-yr, 24-hr peak flow control
3.36 ft'Isec
Elevations
Temporary pool elevation
46.70 fmsl
Permanent pool elevation
45.00 fmsl
SHWT elevation (approx. at the perm. pool elevation)
45.00 fmsl
Top of 10ft vegetated shelf elevation
45.50 fmsl
Bottom of 10ft vegetated shelf elevation
44.50 fmsl
Sediment cleanout, top elevation (bottom of pond)
39.00 fmsl
Sediment cleanout, bottom elevation
38.00 fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp. pool?
N (Y or N)
Elevation or the top of the additional volume
first
RECEIVED
Fonn SW4D1-Wet Detention Basin-Rev.8-9117/o9 NO V 1 5 2 011 Pans I. & II. Design Summary. Page 1 of 2
BY:-

Permit
(to be proveeb by
II. DESIGN. INFORMATION'-
Surface Areas
Area, temporary pool 7,005 ft'
Area REQUIRED, permanent pool
3,949 ft'
SAIDA ratio
8.80 (unitless)
Area PROVIDED, permanent pool, A,,,,,y,y
3,975 ft`
OK
Area, bottom of 1 Off vegetated shelf, A,_,,,,
2,522 ft`
Area, sediment cleanout, top elevation (bottom of pond), A,,,.
90 ft`
Volumes
Volume, temporary pool
9,878 fl'
OK
Volume, permanent pool, V,,,,, „e,
7,539 ft'
Volume, forebay (sum of forebays if more than one forebay)
1,531 ft'
Forebay %of permanent pool volume
20.3% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
8.80 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,,,,,.
7,539 ft'
Area provided, permanent pool, A._.
3,975 ft
Average depth calculated
ft
Need 3 It min.
Average depth used in SAIDA, J., (Round to nearest 0.511)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A...
3,975 ft`
Area, bottom of 1 Oft vegetated shelf, A,,-,,,
2,522 ft
Area, sediment cleanout, top elevation (bottom of pond), A._.
90 ft,
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
5.50 It
Average depth calculated
3.20ft
OK
Average depth used in SAIDA, da„ (Round to nearest 0.511)
3.0 ft
OK
Drawdown Calculations -
Drawdown through orifice?
Y (Y or N)
Diameter of arifce (if circular)
1.00 in
Area of orifice (it -non -circular)
in
Coefficient of discharge (CD)
0.60 (unitless)
Driving head (Ha)
0.57 ft
Drawdown through weir9
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C..)
(unitless)
Length of weir (L)
ft
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
1.53 ft'/sec
Post -development 1-yr, 24-hr peak flow
4.89 ft'Isec
Storage volume discharge rate (through discharge orifice or weir)
0.03 ft'/sec
Storage volume drawdown time
4.43 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
1.0 It
OK
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
PUMP
Form SW401-Wet Detention Basin-Rev8-9117109
a�ECE1VED
NOV 1 5 2011
BY: -
Pans I. 811. Design Summary, Page 2 of

Permit
(to be provided by DWQ)
III: REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
MtL
C fir C-/0
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
InfL
e4l C-10
2. Partial plan It" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
C ¢
- Filter strip.
/yfL
C /0
3. Section view of the wet detention basin (1" = 20' or larger) shoving:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
/Nl L
C- 5 C'40
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Mf L
�r
5
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
M4L
C- 51C-10
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
/%15L
eo'le5
7. The supporting calculations.
MfG
&A0A;4J 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
MIL
�
9. A copy of the deed restrictions (if required).
1115L
Pa�lS
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.
IRE ��'EIVEO
Form SW401-Wet Detention Basin-Rev.8-9/17/09 I NOV 1 5 2011 pan III. Required Items Checklist, Page 1 of 1
BY:

®RA
NCDENR
Project name
Contact name
Phone number
Date
Drainage area number
G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
Matt Lowder, PE
919-553-6570
November 2, 2011
II,�DESIGN:INFORMAtIih'. «a.,, pie �,�
The purpose of the LS-VFS SW Rule: 10-year drawdown from Wet Pond
Stormwater enters LS-VFS from A BMP
Type of VFS Engineered filter strip (graded & sodded, slope < 8%)
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak Flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
Form SW401 - LS-VFS - 29Nov2010 - Rev.e
90% TSS wet -pond within SA waters - secondary treatment
44,870
ftz
Do not complete this section of the form.
34,312
Rz
Do not complete this section of the form.
76.47
%
Do not complete this section of the form.
Do not complete this section of the form.
CIS
Do not complete this section of the form.
min
Do not complete this section of the form.
inthr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
10-year storm
cfs
Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
Wet detention pond
0.03
cfs
0.432
cfs
10
cfs
0.432
cfs
Y
(Y
NOV 1 5 2011
BY:
��`�•Q�N CA•Rp��y,,%
S�p°�tib9
SEAL
24434f =
%yF,4✓
^ r,r IN
page 1 of 3

I
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered Flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (Flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
NIA
so it
No forebay is required.
36
in
Depth is appropriate.
12
in
Depth is appropriate.
10
fticfs
4
ft
Ten feet is the minimum level spreader length.
10
ft
30
It
44,77
fmsl
44.50
fmsl
0.90
%
N
(Y or N)
OK
N
(Y or N)
Y (Y or N)
N (Y or N)
ft
ft
ft
it
ft
fUsec
Pick one:
N (Y or N)
NIA (YorN)
Bypass Flow will exit the stormwater BMP pond via the emergency spillway (Flows in excess of
the 10-year storm Flow)
i B i
Form SW401 - LS-VFS - 29Nov2010 - Rev
NOV 1 5 2011
page 2 of 3

III. -. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Rem:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (V = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
&. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Form SW401 - LS-VFS - 29Nov2010 - Rev.a
M12L
M15L
MIL
MS t_
kv4 c
Mf/
AW4
Initials Page or plan sheet number and any notes:
PM4L_ L Iu
I
C- 4/ C- /o
e-M
C?4 C-/o, (',../c5
L
N1q
RECEWED
NOV 1 5 2011
BY:_-___
page 3 of 3

State Stormwater Management Systems
Permit No. SW8 111107'
Dollar General — Sneads Perry
Stormwater Permit No. SW8 111107
Onslow Countv
Designer's Certification
I, m4` &, L Z-owlle✓ , as a duly registered rl s in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
sm
(Project)
for cala,h�10-7 %w✓r �� Gl G (Project Owner) hereby state that, to the
best of my abilities, due card and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature A /���
Registration Number.
Date _ 19�/� .
SEAL
24484
E.
V
DEC 16 2022

State Stormwater Management Systems
Permit No. SW8 111107
Certification Requirements:
✓ 1. The drainage area to the system contains approximately the permitted
acreage.
✓ 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
✓ 4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
✓ 7. Trash rack is provided on the outlet structure.
✓ 8. All slopes above permanent pool are grassed with permanent vegetation.
✓ 9. Vegetated slopes above permanent pool are no steeper than 3:1.
✓ 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓ 11. The permitted amounts of surface area and/or volume have been
provided.
✓ 12.. Required drawdown devices are correctly sized and located per the
approved plans.
✓ 13. All required design depths are provided.
v'�_14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, a vegetated filter, level spreader and a secondary BMP.
✓ 15. The required system dimensions are provided per the approved plans.
✓ 16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
6CFl.alfC 9 Hn a�
DEC 16 2022
s;
BY:— ---