HomeMy WebLinkAboutSW8150310_CURRENT PERMIT_20220921 STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 IoL��G
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 6CA-0n A
YYYYMMDD
aoa SrAI
ROY COOPER
Governor
ELIZABETH S.BISER `r
Secretary
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
September 21,2022
AEI Fund Management, Inc. (Developer)
Attn: Ms. Rona Newtson, Executive Vice President
30 East 7th Street, Suite 1300
St. Paul, MN 55101
AND
AEI Net Lease Portfolio IV, DST, a Delaware Statutory Trust(Property Owner)
Attn: Ms. Rona Newtson,Executive Vice President
30 East 7th Street, Suite 1300
St. Paul, MN 55101
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8 150310
Tractor Supply- Shallotte
Brunswick County
Dear Ms.Newtson:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 24,2022. The Division is hereby notifying you that permit SW8150310 has been
renewed, updated, and re-issued on September 21,2022, 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 March 27,2031 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 a better 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; H
NC 27699-6714,or via telephone at 919-431-3000, or visit their website at www.NCOA .com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at(910) 796-7215 or ashleym.smith@ncdenr.gov.
Sincerely,
l lL, !16A
X Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
®En 0%�" North Carolina Department of Environmental Quality I Division of Energy,Mineral and land Resources
wirmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
910.796.7215
State Stormwater Permit No. SW8 150310
.r Page 2of2
Enclosures: Attachment C—Permitting History
copy of the Renewal Application Documents
DES/ams: %Stormwater\Permits&Projects\2015\1 503 10 HD\2022 09 permit 150310
cc: Wilmington Regional Office Stormwater File
®Mz�, North Carolina Department of Environmental Quality I Division of Energy,Kneral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington.North Carolina 28405
910.796,7215
Post-Construction Stormwater Management
Permit No. SW8 150310
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION 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
AEI Fund Management, Inc. and
AEI Net Lease Portfolio IV, DST, a Delaware Statutory Trust
Tractor Supply Company
5100 Main Street, Sha/lotte, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the
"stormwater rules') and 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 March 27, 2031 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
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 of this permit. The runoff from all built-upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control system.
The stormwater control has been designed to handle the runoff from 111.211 square feet of
impervious area.
3. The maximum built-upon area allowed for the entire project is 111.211 square feet.
4. The drainage area(s) will be limited to the amount(s) of built-upon area indicated in Sections
1.2 and 1.7 of this permit, and per approved plans. The built-upon area for the future
development is limited to 5,000 square feet.
Page 1 of 5
State Stormwater Management Systems
Permit No. SW8 150310
5. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters.
All runoff directed into and through the vegetative buffer must flow through the buffer in a
diffuse manner.
6. Stormwater runoff that is directed to flow through any wetlands shall flow into and through
these wetlands at a non-erosive velocity.
7. A vegetated filter strip is not required for this pond as it has been designed for a 90% total
suspended solids removal efficiency.
8. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 7.93
Onsite, ft2: 345,505
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 111,211
Onsite, ft2: 111,211
Offsite, ft2: 0
C. Average Pond Design Depth, feet: 4.0
d. TSS removal efficiency: 90%
e. Design Storm: 1.5
f. Permanent Pool Elevation, FMSL: 16.25
g. Permitted Surface Area @PP, ft2: 10,414
h. Permitted Temporary Storage Volume, ft3: 14,927
i. Temporary Storage Elevation, FMSL: 17.44
j. Predevelopment 1 yr-24 hr. discharge rate, cfs: 11.3
k. Controlling Orifice: 2.05"O pipe
I. Orifice Flowrate, cfs : 0.05
M. Permanent Pool Volume, ft3: 28,322
n. Forebay Volume, ft3: 5,317
o. Maximum Fountain Horsepower: n/a
p. Receiving Stream / River Basin: Shallotte River/ Lumber
q. Stream Index Number: 15-25-2-(1)
r. Classification of Water Body: "C, SW, HQW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system as the
permanent pool volume is less than 30,000 cubic feet.
Page 2 of 5
State Stormwater Management Systems
Permit No. SW8 150310
6. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
7. 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.
8. 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.
9. If the stormwater system is used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
10. All stormwater collection and treatment systems must be located in either public rights-of-way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights-of-way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
11, AEI Net Lease Portfolio IV, DST, a Delaware Statutory Trust (property owner) must submit a
copy of the recorded deed restrictions to the Division within 30 days of the date of recording
the plat and prior to selling lots. The recorded copy must contain all of the statements above,
the signature of the Permittee, the deed book number and page, and the stamp/signature of
the Register of Deeds.
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 3 of 5
State Stormwater Management Systems
Permit No. SW8 150310
13. It is the responsibility of the permit holders, AEI Fund Management, Inc. ("Developer") and
Property Owner, to notify the Division of any changes in ownership and request an
ownership/name change for the stormwater permit. However, if the development agreement
between the Developer and Property Owner is dissolved, cancelled or defaults, and the
Division is not notified by the Developer to transfer the permit, then the responsibility for
permit compliance reverts back to the Property Owner. A complete transfer request must be
submitted to the Division within 30 days as described below otherwise the Developer and
Property Owner will be operating a stormwater treatment facility without a valid permit which is
a violation of NC General Statue 143-215.1. Failure to transfer the permit may result in
appropriate enforcement action in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C being taken against the Property Owner.
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),
Page 4 of 5
State Stormwater Management Systems
Permit No. SW8 150310
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.
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.
f. 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 modified, renewed, updated and reissued this the 21st day of September 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian vvrenn, ector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 150310
Page 5 of 5
Attachment C- Permitting History
Tractor Supply Shallotte
Permit No. SW8 150310
Approval Permit BtMIS
Description of the Changes
Date Action Version
construction, operation and maintenance of one (1) wet detention pond in
Original compliance with the provisions of 15A NCAC 2H A 000 and Session Law
3/27/2015 Approval 1.0 2008-211 ; 3.The maximum built-upon area allowed for the entire project
is 1 1 1,21 1 square feet; The built-upon area for the future development is
limited to 5,000 square feet.
The removal of a portion of the pipe collection system. The runoff from
these areas will sheet flow to the inlets at the back of the proposed
Plan 1 1 development. The addition of an accessible ramp and sidewalk at the rear of
8/14/2015 Revision the store. This addition will utilize 175 square feet of previously identified
future built-upon area, reducing the built-upon area available for future
development to 4,825 square feet.
As the identified developer of the project, AEI Fund Management, Inc.
("Developer") shall be the designated permit holder and responsible for
meeting the conditions and limitations specified therein. The property
owner, AEI Net Lease Portfolio IV, DST, a Delaware Statutory Trust
("Property Owner"), will be responsible for recording the necessary deed
6/4/2020 Transfer 1.2 restrictions. it is the responsibility of the permit holders, the Developer and
Property Owner, to notify the Division of any changes in ownership and
request an ownership/name change for the stormwater permit. However, if
the development agreement between the Developer and the Property Owner
is dissolved, cancelled or defaults, and the Division is not notified by the
Developer to transfer the permit, then the responsibility for permit
compliance reverts back to the Property Owner.
9/21/2022 Renewal 2.0 Expires March 27, 2031
Permit Number:
(to be provided by DWQ)
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 l! e fl J ZUl 11
be repaired immediately.
MARBMP element: Potentialproblem: How I wil '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 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
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 0 UG 9 R`A L
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.
MAR 13 2015
Form SW401-Wet Detention Basin O&M-Rev.4 By; Page 2 of 4
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 77:0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5___0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 1625
Sediment Removal . 11.25 Pe anen Pool
- ------------- Volume Sediment Removal Elevation 9.25 Volume
Bottom Elevatio 10.25 ft Min.
Sediment Bottom Elevation 8.25 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
`9FC 1P 0NIIT=
MAR 1 3 2015
Form SW401-Wet Detention Basin O&M-Rev.4 BY:-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. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:TRACTOR SUPPLY COMPANY
BMP drainage area number:I
Print name:Shallotte Development Group, LLC - William C. Ronalter
Title:Managiny Member
Address:155 West New York Avenue Suite 200 Southern Pines,North Carolina 28387
Phone: 910-695-3694
Signature: 1'f1I ia— C /
Date: March 5, 2015
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.
1, Eva S. Newton ✓7 / a Notary Public for the State of
North Carolina County of Moore do hereby certify that
William C. Ronalter personally appeared before me this_ 5th
day of_ March 2015 and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
�`w�uoropryp
IS
4
OTA ``A
s
't rya
. g
% VBL�G o°
-00
°49„c C01f9�o�'
SEAL r''TE(cob(—[l�� ':1'I
Jul MAR 13 295
My commission expires_ Y 19 2019 _ i;
u
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4
Date ecei ed Fee Paid Permit Number
as / - vD? L50310
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: SW8150310
2. Project name: Tractor Supply-Shallotte
3. Project street address: 5100 Main Street
City: Shallotte County: Brunswick ZIP
28470
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.goy/about/divisions/energ --
m i neral-Ian d-resources/e nergy-mineral-land-rules/stormwate r-proq ra m/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://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-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: AEI Fund Management, Inc. and AEI Net Lease
Portfolio IV, DST, a Delaware Statutory Trust
2. Signing Official's Name: Rona Newtson
3. Signing Official's Title: Executive Vice President
4. Mailing Address: 30 East Th St. Suite 1300
City: St. Paul State: MN ZIP : 55101
5. Street Address: Same
City: State: ZIP
6. Phone: (800) 328-3519 Email: BSchulz(a)aeifunds.com
JUL 18 2022 J
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 etch item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of$505.00 payable to NCDEQ.
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.
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.
4. 0&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
f ❑ 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.
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.
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/bv title/ Business Registration
Ir- 9 tic
JUL 18 2022
By:
Slormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018
D. PERMITTEE'S CERTIFICATION
I, 1 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 provided on this permit renewal application is, to the best of my
knowledge a rec a complete.
Signature: Date: �
NOTARIZATION: - .JJ
1, ��IAS� xy6e4 /Ua5o1 a Notary Public for the State of
/t'�,rfnPSo County of Fcwmsey , do hereby certify
that 2vna tieo&01 personally appeared before me
this the /L/ day of ,Tu 20 22 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) Mrs-wCHASE ROBERT NEWTSOM
q Notaryy ublic
State of Minnesota
"t M
�� /31/2026 y com expires
Notary Signature: L.�a«� 1��
My commission expires �A1120 Z/0
JUL 18 2022
r3Y,•
Stormwater Permit Renewal Application Form Page 3 of 3 May 11,2018
Permit No. 5 W Q ��31
(to be pmvided by D V xN
MAL
�r f
NCDENR o
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 111)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name TRACTOR SUPPLY COMPANY
Contact person CHRIS RUSSELL
Phone number 910-232-0692
Date 3/2 412 01 5
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 345,505 ft'
Impervious area,post development111,211 ft'
%impervious 32.19 %
Design rainfall depth 1.5 In
Storage Volume: Non-SA Waters
Minimum volume required 14,671 rya
Volume provided 14,927 fit'
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5'runoff volume fit'
Pre-development 1-yr,24-hr runoff fit"
Post-development l-yr,24-hr runoff ft3
Minimum volume required to
Volume provided fit'
Peak Flow Calculations
Is the prelpost control of the tyr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth 3,6 in
Rational C,pre-development 0.20(unitless)
Rational C,post-development 0,40(unitless)
Rainfall intensity:1-yr,24-hr storm 0.15 irdhr OK
Pre-development 1-yr,24-hr peak Pow 5.80 ft'lsec
Post-development 1-yr,24-hr peak flow 11.50 ft'Isec
Pre/Post 1-yr,24-hr peak flow control 5,70 ft'Isec
Elevations
Temporary pool elevation 17.44 fmsl
Permanent pool elevation 16,25 fmsl
SHWT elevation(approx.at the perm.pool elevation) 16.25 fmsl
Top of 10ft vegetated shelf elevation 16.75 fmsl
Bottom of 10ft vegetated shelf elevation 15.75 fmsl
Sediment cleancut,top elevation(bottom of pond) 9.25 fmsl
Sediment cleanout,bottom elevation 8.25 met e
Sediment storage provided 1,00 it ECEp
Is there additional volume stored above the state-required temp.pool? N (Y or N) � 15 1015
Elevation of the top of the additional volume fmsl
BYE
Form SW401-Wet Detention Basin-Rev.9418/12 Pans I.8 II,Design Summary,Page 1 of 2
Permit No.
•/ (to be Pm Ided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area,temporary pool 13,773 fe
Area REQUIRED,permanent pool 9,951 ft'
SAIDA ratio 2.88(unitless)
Area PROVIDED,permanent pool,A,., 10,414 tt' OK
Area,bottom of 10ft vegetated shelf,A.� 7,882 f�
Area,sediment cleanout,top elevation(bottom of pond),Ay , 1,033 ft'
Volumes
Volume,temporary pool 14,927 ft' OK
Volume,permanent pool,Vim,,,wy 28,322 ft'
Volume,forebay(sum of forebays if more than one forebay) 5,317 ft`
Forebay%of permanent pool volume 18.8%% 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 2.88 (unidess)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-2b) N (Y or N)
Volume,permanent pool,Vp.,m 28,322 ft'
Area provided,permanent pool,Ate,,,,p, 10,414 ft?
Average depth calculated ft Need 3fl min.
Average depth used in SAIDA,it,,,(Round to nearest 0.51t) ft
Calculation option 2 used?(See Figure 10-21d) Y (Y or N)
Area provided,permanent pool,Ap__, 10,414 ft'
Area,bottom of 1 Oft vegetated shelf,A,,,, 7,882 ft?
Area,sediment cleanout,top elevation(bottom of pond),A,, 1,033 ft'
"Depth"(distance b/w bottom of 1 Oft shelf and top of sediment) 6.50 it
Average depth calculated 4.10 It OK
Average depth used in SAIDA,d,,,(Round to down to nearest 0.511) 4.0 It OK
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 2.05 in
Area of orifice(if-non-circular) in,
Coefficient of discharge(Co) 0.60(unitless)
Driving head(Ho) 0.40 It
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(C„.) (unitless)
Length of weir(L) If
Driving head(H) If
Pre-development 1-yr,24-hr peak flow 11.30 R'/sec
Post-development 1-yr,24-hr peak flow 22.60 ft'/sec;
Storage volume discharge rate(through discharge orifice or weir) 0.05 1
Storage volume drawdown time 3.90 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK Er, 6�
Vegetated shelf width 10.0 ft OK qY
Length of flowpath to width ratio 3 1 OK
Length to width ratio 3.0 :1 OK R 2 5 2015
Trash rack for overflow 8 orifice? Y (Y or N) OK MM
Freeboard provided 1.0 ft OK
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK BY:---�-
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is MUD HOG PUMP
Farm SW401 Met Detention Basin-Rev.94)18I12 Parts I.8 II.Design Summary,Page 2 of 2
Permit No.
(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.
Pagel Plan
Initials Sheet No.
SEE PLANS 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.
_ NA 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.
DETAIL SHEEI 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.
NA 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.
SEE CALCS 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for
Forebay,to verify volume provided.
EC1 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized
SEE CALCS 7. The supporting calculations.
775P _ ITH SUBMITT/ 8, A copy of the signed and notarized operation and maintenance(0&M)agreement.
.tom ITH SUBMITT/ 9, A copy of the deed restrictions(if required).
t-tir� ITH SUBMITTr 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.
REAR 2 5 2015
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Required Items Checklist,Page 1 of 1
i State Stormwater Management Systems
Permit No. SW8 150310
Tractor Supply Company - Shallotte
Stormwater Permit No. SW8 150310
Brunswick County
Designer's Certification
J. Christian Russell 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,
Tractor Supply Company in Shallotte, NC
(Project)
for Shallotte Development Group LLC (Project Owner) hereby state that, to the best
j 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.
I
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
``qN CARp ''�.
_ S L
= 35054 =
Signature
tiRi
Registration Number. 035054 '•,, srigN
Date 9/14/2015
Ca
JUL 18 2022 i'
BY.•i
Page 7 of 8
I
State Stormwater Management Systems
Permit No. SW8 150310
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 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.
V 12. Required drawdown devices are correctly sized and located per the approved
plans.
N/ 13. All required design depths are provided.
NOf 14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
Nf 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-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
ALZ q�' -
JUL 18 2022 I?
Page 8 of 8