SW8050840_CURRENT PERMIT_20220112

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O 5 o 8 40
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o 2 2 0% 12
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
secnstmy
BMN W_ RE_ NN
Dfrraor
January 12, 2022
Holt Real Estate Enterprises, Inc.
Attn: Louis S. Cox, President
1709 Clinton Road
Fayetteville, NC 28312
NORTH CAROLINA
Envfrronmentaf QuaAty
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 050840
Holt Oil Convenience Store
Brunswick County
Dear Mr. Cox:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on December 28, 2021.' The Division is hereby notifying you that permit SW8050840 has been
renewed, updated, and re -issued on January 12, 2022, as attached. As requested, a copy of the current operation
and maintenance agreement is also enclosed. Please be aware that the renewal and re -issuance of this stohnwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until September 28, 2027 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
"judicatory 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 it 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 Ashley Smith in the Wilmington Regional
Office; at [phone] or [e-mail].
Sincerre_l`y
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures:
Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits & Projects\2005\050840 HD\2022 01 permit 050840
CC' Wilmington Regional Office Stormwater File
D � Q / North Carolina Department of Environmental Quality I Division of Energy, Mneral and Land Resources
Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
rvwrm cvww.-
^+�^�ad�+�r� / 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 050840
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
Holt Real Estate Enterprises, Inc.
Holt Oil C-Store
3675 Maco Road NE, Leland, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 (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 September 28, 2027 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 1.6 of this permit. The stormwater control has been designed to handle
the runoff from 108,824 square feet of impervious area. This includes 53,824 square feet of
proposed impervious, and 55,000 square feet of future impervious.
3. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans. There is no built -upon area allotment for future development.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
Page 1 of 5

Post -Construction Stormwater Management
Permit No SW8 050840
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
6. The following design criteria have been provided in the wet detention pond and must be
maintained at design conditions:
a. Drainage Area, acres:
3.65
Onsite, ft2:
158,994
Offsite, ft2:
None
b. Total Impervious Surfaces, ft2:
108,824
Onsite, ft2:
108.824
Offsite, ft2.
None
C. Design Storm, inches.
1.5
d. Pond Depth, feet:
3.0
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
29.00
g. Permanent Pool Surface Area, ft2:
13,510
h. Permitted Storage Volume, ft3:
13,236
i. Temporary Storage Elevation, FMSL:
29.9
J. Controlling Orifice:
1.5"0 pipe
k. Permitted Forebay Volume, ft3:
5,465
I. Receiving Stream/River Basin
UT to Hood Creek / Cape Fear
M. Stream Index Number:
18-66
n. Classification of Water Body:
"C; Sw"
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
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 revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
a Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. 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.
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.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 050840
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations. This system was
certified on July 14, 2006. No physical changes are required for the pond under the April 4,
2016 modification, and so the existing certification is still valid. If the pond is modified in the
future such that physical changes are required, it will have to be re -certified.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
10. 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.
11. 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.
III. GENERAL CONDITIONS
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
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
021-1.1045(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.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8 050840
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.
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.
Page 4 of 5

Post -Construction Stormwater Management
Permit No SW8 050840
Permit renewed, updated and reissued this the 12th day of January 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,3 Brian Wrenn, 6irector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Holt Oil Convenience Store Maco Road
Permit No. SW8 050840
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
9/28/2005
Original
1.0
Approval
Impervious Area: The 2006 permit approved 47,410sf of impervious area.
Following corrected re -calculations, the pond is now permitted for 108,824sf of
4/4/2016
Modification
1.1
impervious area. Orifice: The drawdown orifice has increased from I.Omsl to
1.5msl. Plan Set: The plan set dated April 4, 2016 replaces all plan sheets
previously permitted.
Modification, Transfer, and Correction issued in the same permit, different dates
for BIMS event.
Correction: Data in Previous Permit: The September 28, 2005 permit was
designed for the l Oyr storm required by the county as well as the 1.0" storm
required by the State. The pond calculations have been re -run at 1.5" per the
current regulations and the permit has been updated to reflect the appropriate
data. Permanent Pool Elevation: The 2005 supplement had a typo in the
permanent pool elevation. It was shown to be 29.17msl (the centerline of the
drawdown pipe) as opposed to 29.00msl (the invert of the pipe). This has been
4/5/2016
Transfer
1.2
corrected. Permanent Pool Area: The 2005 supplement had a typo in the
permanent pool area. It was shown to be 13,310sf, but it should have showed
13,510sf. This has been corrected. Permanent Pool Volume and Fountains: The
permanent pool volume has been re -calculated and determined to be 25,480cf.
This is below the 30,OOOcf threshold where fountains are permitted, and so that
option has been removed from the permit. Temporary Pool Volume (Permitted
Storage Volume): As a result of the permanent pool elevation and area typos,
the temporary pool volume was incorrectly determined to be 14,910cf. It has
been corrected to be 13,326cf.
Transfer: from Holt Oil Company, Inc. to Holt Real Estae Enterprises, Inc.
1/12/2022
Renewal
2.0
Expires September 28, 2027

Permit Number: /�A) $ 6Se)$ Q O
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. Ell
ECr�'gC
V G
After the wet detention pond is established, it should be inspected o a month and
within 24 hours after every storm event greater than 1.0 inches (or 1 inW if ur 1016
Coastal County). Records of operation and maintenance should be k t in a known set
location and must be available upon request. BY:��
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
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area
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.
EGEIVEh
MAR 2 3 2016
Form SW401-Wet Detention Basin O&M-Rev.4 U 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 2.00 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 1.50 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
27_50
---------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 29.00
Pool
Sediment Removal Elevation 2700 Volume
Bottom Elevation
MAIN POND
ECEI W E
MAR 2 3 2016
gf. Pave 3 of 4
II i11.
Sediment
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Holt Oil C-Store
BMP drainage area number:
Print name: Louis Cox
Title: President Holt Real Estate Enterprises, Inc
Address: PO Box 53157
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Tos eA- , QAj-e-, t U( , a Notary Public for the State of
r / L , County of 1 / et,) } IlkMo P✓ do hereby certify that
LoLk 1:s/ ,')/X personally appeared before me this 23
day of 20 /(o , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
JOSEPH MARCUCILLI
Notary Public
New Hanover Co., North Carolina
My Commission Expires June 7, 2017
SEAL
My commission expires V �C ,,Q- 7 V1
iF
ECE' @i
MAR 2 3 2016
BY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Holt Oil C-Store
BMP drainage area number:
Print name: Louis Cox
Title: President Holt Real Estate Enterprises, Inc
Address: PO Box 53157
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, 5b5 Qk-it t L- t , a Notary Public for the State of
_�) ! , County of %%e,J do hereby certify that
LOLu i _s '7Y, personally appeared before me this J-3
day of L 2016 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
JOSEPH MARCUCILLI
Notary Public
New Hanover Co., North Carolina
My Commission Expires June 7, 2017
SEAL
My commission expires 4L_ _ - 7 V 1 -4-
FTI
EGEII V
MAR 2 3 2016
BY:

D. PERMITTEE'S CERTIFICATION
I, ZOws JI & , 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, correct and complete.
Signature: C%'`W 96 Date:
NOTARIZATIO
I,A a Notary Public for the State of
V'ayb lin L. County of GY do hereby certify
that oULS.- S - I personally appeared before me
this the 23 day of OCA 20�and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal
DEBORAH A HOTTON
Notary Public
Notary Signature North Carolina
Ponder County
My commission expires
DAD p
8 2021
BY�
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

ULMLK UbL UNLY
Date eceiv d
Fee Paid
Permit Number
t(QSo s0s
V)8' 0508 0
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 //P/eermit Number: S�O e -�O yo y�
2. Project name: IlVe7- �rL 6,V1 e1,-eiC �YD(F 11119"" o 10v*V
3. Project street address: ,Col9W
City: Ze- Apti County: ,q�Jwsc ZIP
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/about/divisions/energy-
mi neral-land-resources/energy-mineral-land-rules/stormwater-grog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
orthe Permit Transferform available at: https'//deg.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: 11wr Al ¢¢ st /P.t�2i f2S�2�C
2. Signing Official's Name: 4Vurs - - Z�
3. Signing Official's Title: Z/esloo-m -
4. Mailing Addr ss: U
City: A -e
I!�
ZIP : o28c3/a
5. Street Address: All
City: State. ZIP:
6. Phone'
Email:
elarh
ECEIVE
DEC 2 8 2021
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:
�L 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 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
J requesting a copy be sent to me. I agree to keep this on file with the permit.
y� 5. D�esJgfier Certifications, Please select one:
L 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.
N 1k 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
DEC 2 8 2029
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

r-
Permit N,—.-5//t �D✓D�/ `�
(to be provided by DWG)
A7*111 1
NCDENR
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 ill) must be printed, filled out and submitted along with all of the required information
Project name
Contact person
Phone number
Date
Drainage area number
I11D E SIGN IIN F.ORMAT,ION
Site Characteristics
Drainage area 158,994!e
Impervious area, post -development I 108,824;ft2
%impervious 68.45 %
Design rainfall depth I 1.51m
Storage Volume: Non -SA Waters
N A�TF9J\\OG
. v_�i1 ✓_w�^ 7 y
O liiii� r
Minimum volume required
F 13,236 ft'
Volume provided
r
I 13,236 to
OK, volume provided is equal to or In excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume
r-- —�ry3
Pre -development 1-yr, 24-hr runoff
I I it
Post -development 1-yr, 24-hr runoff
i ft3
Minimum volume required
it
Volume provided
I its
`Ci
Peak Flow Calculations
A R 0�/////
Is the pre/post control of the 1yr 24hr storm peak Bow required?
I n I(Y or N)
\\\\\��
`
1-yr, 24-hr rainfall depth
Rational C,
in
y•.9 i
r 9t- ••
pre -development
1(umtless)
a SEAL
Rational C, post -development
{ j(unitless)
= g56TT
Rainfall Intensity.l -yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
i �Inmr
0.11
f Isec
�/ •;vGINE, •�J`'��`
Post -development l-yr, 24-hr peak flow
0.39 ft3lsec
'///���0
•
Pre/Post 1-yr, 24-hr peak flow control
0.28 fOisec
��� \\\\
i
Elevations
Temporary pool elevation
29 901 fmsl
Permanent pool elevation
I 29.001fmsl
I I 6
SHWT elevation (approx at the perm. pool elevation)
29.00,fmsl
Z
Top of 10ft vegetated shelf elevation
I 29.001 fmsl
/
Bottom of 10ft vegetated shelf elevation
I 27.001 fmsl
Sediment cleanout, top elevation (bottom of pond)
I 27.00ifmsl
Sediment cleanout, bottom elevation
I 26,001fmsl
Sediment storage provided
1.00 it
Is there additional volume stored above the stale -required temp. pool?
n ((Y or N)
E_GEVVE�j
Elevation of the top of the additional volume
I Ifmsl
JAN 2 1 20 iu
16
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts 1811 Design Summary, Page 1 or 2

-i
Y`
�t
i

Permit No
• (to be provided by DWD)
I I AD ESIGN IINF,ORMATION
Surface Areas
Area, temporary pool
I f�' 15,500j fe
Area REQUIRED, permanent pool
12,561 fh
SAIDA ratio
I 7.90i (umtless)
I
Al
Area PROVIDED, permanent pool, A._p,
13,510.W OK
-
C- r'1 rN7ye s
Area, bottom of 10fl vegetated shell Ate„
_ 7,1101ff
Area, sediment cleanout, top elevation (bottom of pond), A.,
5,7801 fit`
`_ /fin' p 0 5e1" q
(/ O'
Volumes
/
Volume, temporary pool
13,266, ft' OK
Drji,
Volume, permanent pool, V.J.
I 25,4801 g'
7
Volume, forebay (sum of forebays if more than one forebay)
r 5,4651ft'
4�
Forebay% of permanent pool volume
21.4%% OK
SAIDA Table Data
Design TSS removal
_
�90;%
Coastal SAIDA Table Used?
( y I(Y or N)
Mountain/Piedmont SAIDA Table Used?
n I(Y or N)
SAIDA ratio
7.90 (unilless)
Average depth (used in SAIDA table)
Calculation option 1 used? (See Figure 10-2b)
( n _ �(Y or N)
Volume, permanent pool, V,,m-,,
Area provided, permanent pool, Ate„ v,,
25,480 ft'
13,510 ft`
) 32 I
, O
Average depth calculated
I lit Need 3 ft min.
Average depth used in SAIDA, it., (Round to nearest 0.5ft)
I Ift
"rl+f5 u-w f �-�..� der;, n
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A..
I n I (Y or N)
13,510 fl
/I
w 4- L�Q
Area, bottom of 10ft vegetated shelf, A., ,tie,
7,110 ft'
./—
Area, sediment cleanout, top elevation (bottom of pond), AbO_ „
5,780 (f2
'Depth" (distance blw bottom of 1 Oft shelf and top of sediment)
0.00 ft
Average depth calculated I
Ift
Average depth used in SAIDA, it,,, (Round to down to nearest 0 5fl) ;
Ift
Drawdown Calculations
Drawdown through onficev '
_ _
y (Y or N)
Diameter of orifice (if circular) I
1.501 m
Area of orifice (if-noncimular)
tin'
Coefficient of discharge (Cc) i
0 601 (unitless)
Driving head (Ho) 1
0.301 It
Drawdown through weir!
n I(Y or N)
Weir type
I (unitless)
Coefficient of discharge (C„)
llimitless)
Length of weir (L)
; it
Driving head (H) I
Ift
Pre -development 1-yr, 24-hr peak flow 1
0.11)fl'/sec
Post -development 1-yr, 24-hr peak flow 1
0.391 ft3/sec
Storage volume discharge rate (through discharge orifice or weir) 1
0.031 ft3lsec
Storage volume drawdown time
4 70i days OK, draws down in 2-5 days
Additional Information
Vegetated side slopes
Vegetated shelf slope
f-
I 6!.1
OK
Insufficient shelf slope.
/1
Vegetated shelf width
I `42:0I
OK
-F }:MB
Length of towpath to width ratio
I 31 1
OK
Length to width ratio
1 3.01:1
OK
�wv, •/di.r�.
Trash rack for overflow&odfice?
I y I(Y or N)
OK
Freeboard provided
I 1.11 it
OK
Vegetated filter provided?
Recorded drainage easement providedv
I n I(Y or N)
I na I (Y or N)
OK
OK
��-ee -+
E G �- � b i E
Capures all mnoff at ultimate build -out?
I y I (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
]pump-
_ --�
Fomn SW401-Wet Detention Basm-Rev 9-4118/12 Parts I. & II. Design Summary, Page 2 of 2

Permit No
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
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
S et No.
(
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
M
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing
7
- 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.
Z
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
/ 2
on the plans prior to use as a wet detention basin.
5 A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6 A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized
7. The supporting calculations.
I.
"^
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12
JAN 2 1 20io
art III. Required Items Checklist, Page 1 of 1