SW8100306_CURRENT PERMIT_20220110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1E)03 0U
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 0 ► 10
YYYYMMDD

ROY COOPER
Governor
ELQABETH S. BISER
14"y 1:
January 10, 2022
Pender Progress Corporation
Attn: Hugh B. Highsmith, 11; President
P.O. Box 959
Burgaw, NC 28425
NORTH CAROLINA
E.muamnentar QuaQty
Subject: Permit Renewal
Post -Construction Storrawater Management Permit No. SW8 100306
Pender Progress Industrial Park
Pender County
Dear Mr. Highsmith:
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.
On August 5, 2009, the Governor signed Session Law 2009406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on December 29, 2021. The Division is hereby notifying you that permit S W8100306 has been
renewed, updated, and re -issued on January 10, 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 stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until December 31, 2029, which includes all available extensions, 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
OAR 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 Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
SincerreQell�y��, Wnn
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
D � o%M North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
wilmngmnRegional Office 1127Cardmal Drive Extension I Wilmington. North Carohna 28405
roam cea.M ,/
^+��ag:-.— 00910.7%7215

State Stortnwater Permit No. SW8 100306
Page 2 of 2
Enclosures Attachment A — Designer's Certification Form
Attachment C — Permitting Flistory
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits & Projem\2010\100306 HD\2022 01 perrut 100306
cc: Wilmington Regional Office Stortnwater File
�EW �� North Carolina Department of Environmental Quafny I Division of Energy, Mineral and Land Resources
D Wilmington Regional Office 1127Cardinal Dnve Extension I Wilmington. North Carolina 28405
9107967215

Post -Construction Stormwater Management
Permit No SW8 100306
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Pender Progress Corporation
Pender Progress Industrial Park
235 Worth Beverage Drive, Burgaw, Pender County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively 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 December 31, 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
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 7 of this permit The stormwater control has been designed to handle
the runoff from 151,685 square feet of impervious area
3 A 50' wide vegetative buffer must be provided adjacent impounded structures, streams, rivers
and tidal waters
4 The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans The built -upon area for the future development is limited to 5,020 square
feet
Page 1 of 7

Post -Construction Stormwater Management
Permit No SW8 100306
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the protect will be recorded showing all such
required easements, in accordance with the approved plans
The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition
a
Drainage Area, acres
66
Onsde, ft2
288,921
Offsite, ft2
None
b
Total Impervious Surfaces, ft2
151,685
Onsite, ft2
151,685
Offsite, ft2
None
c
Design Storm, inches
1 5
d
Average Pond Design Depth, feet
45
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSL
51 0
g
Permanent Pool Surface Area, ft2
22,000
h
Permitted Storage Volume, ft3
25,750
1
Temporary Storage Elevation, FMSL
520
t
Pre-dev 1 yr-24 hr discharge rate, cfs
298
k
Controlling Orifice
YO pipe
I
Orifice flowrate, cfs
014
m
Permitted Forebay Volume, ft3
19,650
n
Fountain Horsepower
1/3
o
Receiving Stream/River Basin
Burgaw Creek / CPF23
p
Stream Index Number
18-74-39
q
Classification of Water Body
"C,Sw"
II. SCHEDULE OF COMPLIANCE
0
5
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
The permittee shall at all time 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
g Access to the outlet structure must be available at all times
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
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 7

Post -Construction Stormwater Management
Permit No SW8 100306
Decorative spray fountains are allowed in the pond, subject to the following criteria
a The minimum permanent pool volume is 30,000 cubic feet
b The fountain must draw its water from less than 2' below the permanent pool surface
c Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond
d The fountain may not be placed into the forebay
e The falling water from the fountain must be centered in the main pond, away from the
shoreline
f The maximum horsepower for a fountain in this pond is 1/3 horsepower
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation Any deviations from the approved plans and specifications must be noted on
the Certification A modification may be required for those deviations
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 for inspection and maintenance shall be maintained via
appropriate recorded 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 protect 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
protect 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
Page 3 of 7

Post -Construction Stormwater Management
Permit No SW8 100306
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)
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
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
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,
u A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ni 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
protect
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
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
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
Page 4 of 7

Post -Construction Stormwater Management
Permit No SW8 100306
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 10th day of January 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

Post -Construction Stormwater Management
Permit No SW8 100306
Pender Progress Industrial Park
Stormwater Permit No SW8 100306
Pender County
Attachment A
Designers 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 (Protect 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
SEAL
Page 6 of 7

Post -Construction Stormwater Management
Permit No SW8 100306
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 protect 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
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, and a forebay
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 NCDEQ-DEMLR Wilmington Regional Office
Pender County Building Inspections
Page 7 of 7

Attachment C - Permitting History
Pender Progress Industrial Park
Permit No. SW8 100306
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
4/l/2010
Original
Approval
1.0
1/10/2022
Renewal
20

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
This system (check one):
❑ does ❑ does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a foret
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 dram 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 hme 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 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 occurrmg 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
�' D
health
Plants are dead, diseased or
Determine the source of the
912010
dying
problem soils, hydrology, disease,
etc. Remedy the problem and
replace plants Provide a one-time
ferhlizer application to establish the
ground cover if a soil test indicates
it is necessary
Weeds are present
Remove the weeds, preferably by
hand If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray)
the basin surface.
Form SW401-Wet Detention Basin O&M -Rev 4
Page 2 of 4

Permit Number
(to 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 shal h
that it will give an accurate depth reading and not readily penetrate' to cjTrj
accumulated sediments.
MAR 09 2010
When the permanent pool depth reads 15.0 feet in the main pond, tthe`
sediment shall be removed.
When the permanent pool depth reads 10.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
410 11
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
i ft Min
Sediment
Storage
Permanent Pool Elevation 51 0
Sediment Removal Elevation 36 0 volum
------------- ------
Bottom Elevation 35.0 1 1-ft
MAIN POND
Storage
Form SW401-Wet Detention Basin O&M -Rev 4
Page 3 of 4

Permit Number
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Pender Progress Industrial Park
BMP drainage area number: Pond #1
Print name:Hugh Highsmith II
Title -President
Address: P08' 959 f3yw NG aPZ-6
Phone: 910-232-t{9S3
10
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, /- l/Uo# W • {i/m 64 s L L , a Notary Public for the State of
&/LTE{ CAeo6iNW, County of P9/U13 i's'L do hereby certify that
/-IW 6- /4 TL personally appeared before me this g
day of !' 411CN , 26/o , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, � � zv/ �Ielml 'W
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

n-'• �.,...... • - -"---Y^r-".`�t.;':,:--•-UtMLK
Dat Rec ved
Fee Paid
Permit Number
'
IFV i
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
pnor 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 S L3 1 I010
2 Project name Pe. 8cr �ro$ress Corporo- %o K
3 Project street address a:3s UJori! 1Jeycrtec drlo�
city l LU r$aw County
e�dcr
ZIP J-214-,L>
4 What, if any, changes have been made to the project as permitted C o , t r c o s o-k� 0,P
S��cll �wi Id��Q
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at https //deg nc gov/about/divisions/energy-
mineral-land-resources/energy-minera I-land-ru leslstormwater-pros 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 /Idea nc qov/about/dmsions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-proaram/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holder's Company Name/Organization. Pcv8cr �roc�r. si
2 Signing Official's Name
3 Signing Official's Title
4 Mailing Address P O Dox 9 S 9
City Q wa $au State tJ . C ZIP �8 V-3L>
5 Street Address I-1
City
M C ZIP Jp ta>
6 Phone (P,t'ov)a•3J-L4443 Email, i r w wy f'o r d br,...coy ix�.CDv
-:CE E
DEC 2 9 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
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.
N P 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
kkeep this on file with the permit, or
0 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 bui!t 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/by title/ Business Registration
{� 9 --
DEC 2 9 2021
BY:
Stormwatei Permit Renewal Application Form - Page 2 of 3 May 11 2018

i ,.. � ... .� .. ..v .�. _ _... - J. ._ �_. _ _ ... .�.._.. ..
S ,.
tSCS �; c; ��;

D. PERMITTEE'S CERTIFICATION
I, W v R1 Q . N i �11 , 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 Wbk
NOTARIZATION
ROM
County of
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
Date
a Notary Public for the State of
do hereby certify
personally appeared before me
20,,j�L, and acknowledge the due
DEC 2 9 2021,t
sr:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No
���/�D�O�
(10 be Provded by DWO)
h
O`pF NY T e9�G
TANCNR r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM c
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.1IP.ROJECTIINF.ORMATION
Project name
Pander Progress Industrial Park
Contact person
Hugh Highsmith II
Phone number
910.232 4983
Date
3/82010
Drainage area number
Pond d1
II1DESIGNiIN F.OR MATION
Sde Characteristics
Drainage area
288,921 ff2
Impervious area, post -development
151,685 ff'
%Impervious
5250 %
Design rainfall depth
15 1n
Storage Volume: Non -SA Waters
Minimum volume required
18,871 ffs OK
Volume provided
25,750 ffs
OK, volume provided 1s equal to or In excess of volume required
Storage Volume SA Waters
1 5' runoff volume
rya
Pre -development 1-yr, 24-hr runoff
ff3
Post -development 1-yr, 24-hr runoff
rys
Minimum volume required
rysVolume
74MR092010
provided
ffs
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall Intensity 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation,
SHWT elevation (approx at the perm pool elevation)
Top of 1Off vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stared above the state -required temp pool9
Elevation of the top of the additional volume
Y (Y or N)
38 in
NASCS Method (undless)
NA-SCS Method (unNess)
394 1n1hr OK
298 rys/sec
076 ff'/sec
-2 22 rys/sec
5200 fmsl
5100 fmsl
5140 fmsl
5150 fmsl
5050 fmsl Data not needed for calculation option Ill, but OK if provided
36 00 fmsl
3500 fmsl Data not needed for calculation option k1, but OK if provided
100 It
N (Y or N)
fmsl
Form SW401-Wet Detention Basin -Rev 8-9/17/09 Parts I a 11 Design Summary, Page 1 of 2

Permit
(fo be ferowded by DWO)
I11DESIGNiIN F.OR MATION
Surface Areas
Area, temporary pool
29,500 it'
Area REQUIRED, permanent pool
12,135 ft'
SAIDA ratio
420 (undless)
Area PROVIDED, permanent pool, A.,,, ,,
22,000 ft'
OK
Area, bottom of 1 Oft vegetated shelf, A si m,,
14,500 It'
Area, sediment cleanoul, top elevation (bottom of pond), A,,..,,
400 ft'
Volumes
Volume, temporary pool
25,750 ft'
OK
Volume, permanent pool, Vr,..
99,500 Its
Volume, rorebay (sum of forebays if more than one forebay)
19,650 its
Forebay % of permanent pool volume
19 7 % %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used9
Y (Y or N)
Mountain/Piedmont SAIDA Table Used9
N (Y or N)
SAIDA ratio
420 (unitless)
Average depth (used to SAIDA table)
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, V...
99,500 ft'
Area provided, permanent pool, A,,..,
22,000 rt'
Average depth calculated
4 52 rt
OK
Average depth used in SAIDA, d,„ (Round to nearest 0 5ft)
45 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Amm_ „
22,000 ft'
Area, bottom of 1 Oft vegetated shelf, AwLy,,,
14,500 It'
Area, sediment cleanoul, top elevation (bottom of pond), A,_.
400 f 2
'Depth' (distance bAv, bottom of 1 Oft shelf and top of sediment)
1450 ft
Average depth calculated
4 50 If
OK
Average depth used in SAIDA, d,v, (Round to nearest 0 5ft)
45 ft
OK
Drawdown Calculations
Drawdown through orifices
Y (Y or N)
Diameter of orifice (if circular)
3 00 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0 60 (undless)
Driving head (H,)
0 33 It
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
298 ft�/sec
Post -development 1-yr, 24-hr peak flow
076 ft�/sec
Storage volume discharge rate (through discharge orifice or weir)
014 rya/sec
Storage volume drawdown time 2 20 days
Additional Information
Vegetated side slopes
3 1
Vegetated shelf slope
10 1
Vegetated shelf width
100 ft
Length of flowpath to width ratio
3 1
Length to width ratio
30 1
Trash rack for overflow & orifice?
Y
(Y or N)
Freeboard provided
10 rt
Vegetated filter provided9
N
(Y or N)
Recorded drainage easement provided?
Y
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Drain mechanism for maintenance or emergencies is
Y (Pump)
OK, draws dawn in 2-5 days
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Wet Detention Basin -Rev 8-9/17/09 Parts I & 11 Design Summary, Page 2 of 2

Permit No
(to be provided by DWO)
Ill. 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.
Initials
DBB
M9
00
Page/ Plan
Sheet No.
2 & Attached 1 Plans (1"- 50' or larger) of the entire site showing
- Design at ultimate build -out,
- Off -site drainage (d 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.
Sheet 5 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
Sheet 5 3 Section view of the wet detention basin (1"= 20' or larger) showing
Side slopes, 31 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures
Sheet 6 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
Calculations 5 A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verity volume provided
Sheet 6 6 A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized
Attached 7 The supporting calculations
Attached 8 A copy of the signed and notarized operation and maintenance (0&M) agreement
N/A 9 A copy of the deed restrictions (d required)
DBB Attached 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 SW 401-Wet Detention Basin -Rev 8-9/17/09 Part III Required Items Checklist, Page 1 of 1