SW8051137_CURRENT PERMIT_20220707 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 11 37
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2.022 P7 0 7
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
July 7'", 2022
S.T. Wooten Corporation
Attn: Amzie Floffner, Vice President
PO Box 2408
Wilson, NC 27894
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 051137
S.T. Wooten Asphalt Plant
New Hanover County
Dear Mr. I loffner.
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 2009-406. 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 Friergy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on July 6i°, 2022. The Division is hereby notifying you that permit SW8 051137 has been
renewed, updated, and re -issued on July 7'h, 2022, as attached. 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 September 8", 2028, 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 150E of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) clays 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.
D_ra North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
a �- v r 910.796,7215

State Stormwater Permit No. SW8 051137
Page 2 of 2
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan McPeake in the Wilmington Regional Office, at [phone] or
[e-mail]
Sincerely,
Omit
.�,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/DM: WStormwater\Permits & Projects\2005\051137 HD\2022 07 permit 051137
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
� Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215
D EQ

Post -Construction Stormwater Management
Permit No. SW8 051137
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
S.T. Wooten Corporation
S. T. Wooten Asphalt Plant
226 Sutton Lane Rd, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of three infiltration basins 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 811, 2028 and shall be
subject to the following specified conditions and limitations. The permit issued shall continue in
force and effect until the permittee files a request with the Division for a permit modification,
transfer, renewal, or rescission; however, these actions do not stay any condition. The issuance
of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 22147 (Basin A), 16202 (Basin B), and 69260 (Basin
C) square feet of impervious area.
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 051137
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. There is no allotment for future built -upon area at the
site.
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.
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 infiltration basins and must be
maintained at design conditions:
Basin #A Basin #B Basin C
a. Drainage Area, acres:
1.09
1.03
3.45
Onsite, ftz:
47,480
44,867
150,282
Offsite, ftz:
None
None
None
b. Total Impervious Surfaces, ftz:
22,147
16,202
69,260
C. Design Storm, inches:
2
2
2
d. Basin Depth, feet:
0.5
0.5
1.2
e. Bottom Elevation, FMSL:
17.5
17.5
14.0
f. Bottom Surface Area, ftz:
7,310
7,274
10,514
g. Bypass Weir Elevation, FMSL:
N/A
N/A
N/A
(Provided volume 4X requirement)
h. Permitted Storage Volume, ft3:
3,750
3,782
24,310
i. Type of Soil:
Kr, Le
Kr, Le
Kr, Le
j. Expected Infiltration Rate, in/hr:
52
52
52
k. Seasonal High Water Table,
13.5
13.5
12
FMSL:
I. Time to Draw Down, hours:
0.2
0.3
0.5
M. Receiving Stream/River Basin:
Cape Fear
River / Cape
Fear
n. Stream Index Number:
18-(63)
o. 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.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 051137
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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of 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.
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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
9. 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.
10. 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.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 051137
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
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 6

Post -Construction Stormwater Management
Permit No. SW8 051137
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 142
Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the
Division an annual certification completed by either the permittee or their designee
confirming the projects conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the
permitted site does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and certification
in writing to the Director that the changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee
from complying with and obtaining any other permits or approvals that are required
for this development to take place, as required by any statutes, rules, regulations,
or ordinances, which may be imposed by any other Local, State or Federal
government agency having jurisdiction. Any activities undertaken at this site that
cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 051137
Permit renewed, updated, and reissued this the 7"' day of July, 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
? '
Brian Wrenn-, 6irec o
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
S.T. Wooten Asphalt Plant
Permit No. SW8 051137
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
1/6/2006
Original
10
Approval
This modification adds: (a) Drainage Area C at 3.45 ac (within
previously permitted project area of 32.44 ac); (b) 69,260
square feet of impervious area within Drainage Area C; and (c)
Infiltration Basin C for treatment of stormwater runoff from
built -upon area within Drainage Area C.
9/8/2006
Modification
1.1
There are no changes to the built -upon areas or drainage areas
for previously permitted Basins A and B, and all previously
permitted design parameters for Basins A and B remain
unchanged. All previously approved drawings are replaced
with Sheets # I through 98 plus cover sheet, all approved on
September 8, 2006.
7/7/2022
Renewal
2.0
Expires 9/8/2028

S.T. Wooten Concrete Plant — New Hanover County
INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the infiltration
system for erosion, trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, reseed as necessary to maintain adequate vegetative
cover, mow vegetated cover to maintain a maximum height of six inches, and remove
trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the overflow
structures for blockage and deterioration. Remove any blockage and repair the structure
to approved design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin
annually or when depth in the pretreatment unit is reduced to 75% of the original design
depth. The system shall be restored to the original design depth without over -excavating.
Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall
be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a storm water treatment device or
stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will
document the original design depth so that accurate sediment accumulation readings
can be taken. The measuring device used to determine the depth at the benchmark shall
be such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
I acknowledge and agree by my signature below that I am responsible for the performance of
the seven maintenance procedures listed above. I agree to notify New Hanover County of any
problems with the system or prior to any changes to the system qr responsible party.
�jT. v, o .k.� Co,r•� O e ._.
Print name:
Title:
Address: !70Z�vc 240$ U�Ason rJ,C.. 2?B$P
Phone: Z $Z. - -zFt \ — 51 ("S
Date: ZA . 20 , Qc:,
i

AQbrrA- S 13PP- LA-jc(�-
I, �1 % a Notary Public for the State of /V C—
County of Mb rL-,n n do hereby certify that AC)\,;,rA 6 - Vic* --
personally appeared before me this-22�day of 'S tk l (t �oD 6 and acknowledge
Ij
the due execution of the forgoing wet detention basin maintenance requirements. Witness my
hand and official seal,
SEAL
My commission expires a - OS -o Fi

Date R rived
Fee Paid
Permit Number
as
o %
I3
STATE STORMWATER:
PERMIT INFORMATION UPDATE APPLICATION FORM
There is NO FEE for updating project name or permittee information.
i 2C2�
This form is to only to be used by the current permittee to notify the Division of.'
1) changes to the Point of Contact (signing official) for the current permittee (LLC, Corporation, HOA or POA);
2) changes to the mailing address, phone number or email address of the current permittee;
3) changes to the name of the project; and
4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS.
A. NEW PERMIT INFORMATION
State Stormwater Permit Number: S U%g OS/13 7
Are you updating
(check all that apply):
If so, please provide the updated information:
❑ Project name
❑ Corporation Name'
Permit Contact Name2.3
o _
[✓f Permit Contact Title
7
❑ Mailing Address3
❑ Phone number
_
[Email address
AM-C I Co
Provide documentation such as a Name Change /Merger filed with the NCSOS.
Provide supporting documentation such as NCSOS filing. The permit contact's position must be in accordance
with 15A NCAC 021-1.10400 ).
3 If more than one point of contact or mailing address is being changed, please attach a separate sheet.
B. CERTIFICATION OF PERMITTEE
I, &Z/C- �Ynfi n/d2, the current permittee, hereby notify DEMLR that I am making the changes as listed
in Section A above. I further attest that this application for an update to the permit information currently on file is accurate
and complete to the tof my k wledge. !/�/� T
Signature: / Date: A . G .
a Notary Public for the State of N l✓
County of &C')-, , do hereby certify that AM -Lie, NnVGnP r
personally appeared before me this the tp+h day of iju fy 1 20_11, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal, I
(Notary Seal) ,0
Notary Signature 7
My commission expires 3 -
Nofyt pubttc Z
MY Cq��C°�ujnn y
"X-
Stormwater Permit Information Update Form Page 1 of 1 May 11, 2017

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DEMLR USE ONLY
Date ceived
Fee Paid
Permit Number
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to 3o s =
J g aS 113
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-
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: 5 VJ S 05//3 7
2. Project name: -ST [A)6eT-Z T/ ,01ML7-
3. Project street address: d a4A SO1-t-O .L41e,8- Rp
City: f^)/LmnJc7V ✓ County: IU&-iV /-1�9Novc2 ZIP
4. What, if any, changes have been made to the project as permitted? AIA
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
min eral-la nd-resou rces/energy-miner@ He nd-rules/stormwater-grog 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
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: ST WQ0 Z dO!?Ro2,47-74 ✓
2. Signing Official's Name: M Z / t 140 FF�tI�?Z
3. Signing Official's Title: r'RS/D .
4. Mailing Address: i� D. 36X a-408
City: LA) 12.50A State: PL) (!- ZIP : 7fr 9�
5. Street Address:
City: WN60t)
6. Phone: (ZS2 ) 290 - 6912 Email:
NC zip: 27 813
r-- .--— -. _ ..
t��, �tf
JUL 0 6 2022
By;.____
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. 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.
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
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/by title/ Business Registration
JUL 0 6 2022
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
1, %YOFpw/EZ , 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 com
Signature: Datb.' �
NOTARIZATION:
I, �<i fl l e 0. jP.Ylhl i n 5 a Notary Public for the State of
N ( County of NnSh do hereby certify
that _ Ami i P Onr T-ne r personally appeared before me
this the t �4-1.N day of l t _ I � 20-&2,1__, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature: Pri -f' _QQ T V hA
01. My commission expires k 1 _) • X11
Norte
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JUL 0 6 2022 I'
BY.•
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. 13
(to be provided by WQ)
Stale of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMEN"I' PERMIT' APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
T his form may be photocopied for use as an original
DWQ Slormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an infiltration
basin supplement for each system, design calculations, soils report and plans and specifications showing all stonmvater
conveyances and system details.
1. PROJECT INFORMATION
Project Name: SI' Wooten Asphalt Plant
Contact Person: Dale Werenko
Phone Number: ( 919 ) 469-3340
This worksheet applies to: Basin No. A in Drainage Area A
(as identified on plans) (from Fortn SWU-101)
11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be based upon
an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information.
All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SI-IWI' Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
52 in/hr or cf/hr/sf (circle appropriate units)
13.5 Asl (Seasonal High Water Table elevation)
2 inch
3500 c.f.
1 days
(L 5-inch event for SA waters, 1-inch event for others)
115
ft. x 62
3750
c.f.
17.5
fmsl
18.0
finsl
18.5
fins]
III. REQUIRED ITEMS CHECKLIST
ft.= 7130 sq. ft (botiont dimensions)
The following checklist outlines design requirements per the Slormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 21-1.1008.
Form S W U-103 Rev 3 99 Page l of 3

Initial in, the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application
Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
® c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
Z52)— g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5-inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
�4Z j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or sediment
trap is provided.
NIA m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
iJ A n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
NIA q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within five days. A soils report and all pertinent
drawdown calculations are attached.
Cs. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

N." INFILTRATION BASIN OPERATION AND MAINTENANCE. AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, reseed as necessary to maintain adequate vegetative cover, mow vegetated
cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
ications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original
design depth without over -excavating. Over -excavating may cause the required water table separation to be
reduced and may compromise the ability of the system to perform as designed. Removed sediment shall be
disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water
quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design
depth so that accurate sediment accumulation readings can be taken. The measuring device used to determine the
depth at the benchmark shall be such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the design depth reads 0.35 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as
allowed by NCAC 2H A 000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five 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.
Print Name and Tide: 7�CNAn.D E . V I e.1c— V \ Ce.�re st d o;,-
Address:
Phone:
Signature
t� t�ox Z408 tz\son A,C. Z-7383
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, h Ck nCL . �ad fe Notary Public for the State of d `tna Countyof
I��S7 J10�71 n do hereby certify that
me this _� day of 1 I nVQ ni 13_P 1
Rt 'e h et r J E. V i Lic personally appeared before
() 0 _S , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL ACtq(G-
�-
6 ���
My commission expires: 02 JS Jl y
Form SWU-103 Rev 3.99 Page 3 of 3

12/21/05 11:32 FAX [phone] WITHERS & RAVENEL 16002/011
- — Permit No. v
(to be provided by DW /
state of North Carolina ob", `Q'Stw �i l lsy v'
Department of Environment and Natural Resources /Z/�(/v n
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
uW0 Storm ter Mana cro nt Plan Review:
A complete stormwater management plan submittal includes a s ormwat management PC smolt n
basin supplement for each system, design calculations, soils and lens and specificationsg
all stormw'ater
conveyances and system details.
I. . PROJECT INFORMATION
Project Name: STWooten halt Plant
Contact Person Dale Werenko Phone Number: 919) 469-3340
This worksheet applies to: Basin No. B in Drainage Area B
(as identified on plans) (from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be based upon
an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information.
All elevations shall be in feet mean sea level (f nsl).
Soils Report Summary
Soil Type f
Infiltration Rate 52 in/hr or ef/hr/sf (circle appropriate units)
SHWT Elevation 13.5 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 2 inch (1.5-inch event for SA waters. 1-inch event jar others)
Design Volume 3510 c.f.
Drawdown Time 1 days
Basin Dimensions
Basin Size 218 ft. x 40 ft.- 7274 sq. ft (bottom dimensions)
Basin Volume Provided 3782 c.f.
Basin Elevations
Bottom Elevation 17.5 fmsl
Storage Elevation 18.0 final
Top Elevation 18.5 final
M. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 211.1008.
FormSWU-103 Rev 3.99 Page 1 of

It2/21/05 11:33 FAX [phone] WITHERS & RAVENEL_ _ 2003/011
Inioal in the space provided to indicate that the following an agent n gin th S� rm ater ve Managem Management Permin met and t Application
documntation is attached. If the applicant has design
Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
M!�) a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
_ e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access casements to the nearest public right-of-way.
121— g. Drainage area for the device is less than 5 acres-
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5-inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
^� j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
L A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or sediment
trap is provided.
N I A m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
IV A it. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benclunark is provided to determine the sediment accumulation in the pretreatment device.
N A q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within five days. A soils report and all pertinent
drawdown calculations are attached.
"�— s. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project a complete and the entire drainage area is stabilized.
Norm SWU-103 Rev 3.99 Page 2 of 3

12/21/05 11:33 FAX [phone] WITHERS & RAVENEL_ _ Q 004/011
F _.. —
INMTRATION BASIN OPERATION AND MAINTBNANCE AGREEMENT
] After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, reseed as necessary to maintain adequate vegetative cover, mow vegetated
cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original
design depth without over -excavating. Over -excavating may cause the required water table separation to be
reduced and may compromise the ability of the system to perform as designed. Removed sediment shall be
disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water
quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design
depth so that accurate sediment accumulation readings can be taken. The measuring device used to determine the
depth at the benchmark shall be such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the design depth reads ^ 035 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as
allowed by NCAC 211 A 000 must be designed, approved and constricted.
I acknowledge and agree by my signature below that I am responsible for the performance of the five 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. t 1--) , t
Print Name and Title: C — --
Address:
Phone: q _ 1 Date: It —) t 0.5
Signature:
Note: The legally responsible party should nor be a horneowners associolion unless more than 50%of the lots have
been sold and a resident of the subdivision has been named the president. b
L, I?A v A rp a Notary Public for the St/ate of County of
ldo hereby certify that �' r n i r �— ° 1 personally appeared before
me this I day of Q pl 4L cc S and acloiowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL A-1('L i
Fomi SWU-103 Rev 3.99
�n I
CI LL�G7GC o2/S�S
e My cotrunission expires: C
Page 3 of 3

Permit No. 5kS DS l l 3 V q_o
(ta be provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
S'I'ORMWATER MANAGIMII`NT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT J'A
2
This form may be photocopied for use as an original :a s` ` eoud
DWO Stormwater Management Plat Review: \_
A complete siorntwater management plan submittal includes a stonnwater management permit application, an in
filtratit
basin supplement for each system, design calculations, soils report and plans and specification-, showing all stomtwater
conveyances and system details.
1. PROJECT• INFORMATION
Project Name: ST Wooten Concrete Plant
Contact Person: Craig Fortner Phone Number: ( 919 ) 469-3340
This worksheet applies to: Basin No. C in Drainage Area C
(as identified on plans) (from Form SWU-101)
I1. DESIGN INFORMATION - Attach supporting calculations/doculei uat ion. The soils report must be based upon
an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information.
All elevations shall be in feet mean sea level (Gmsl).
Soils Report Summary
SoilTypc e Q
Infiltration Rate 52 ,r iuiu/ of &hrlsf (circle appropriate units)
SIIWT Elevation L! f� 12,I) fmsl (Seasonal High Water !able elevation)
Basin Design Parameters
Design Storm 2 inch (1.5-inch eventfor SA waters, 1-inch even! forothers)
Design Volume 14389 c.f.
Drawdown Time I days
Basin Dimensions
Basin Size 210 (avg) ft. x 50 (avg) ft_= 10514 sq. (i (bottom dimensions)
Basin Volume Provided 24310 c.1'.
Basin Elevations
Bottom Elevation 14.0 fmsl
Storage Elevation 15.2 fmsl
Top Elevalion 16.0 finsl
III_ REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Bcst Management Practices Manual (N.C.
Department of l3ivironmenl, I leallh and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 211.1008.
Form S W I I-103 Rev 3.99 Page I of 3

Initial in IPte space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application
Form, the agent may initial below. Attach justification if a requirement has not been met -
Applicants Initials
GAF
a_ System is located 50 feet front class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet Flom water supply wells.
C✓'l c. I lottonn of system is at least 2 feet above the seasonal high water table.
Q d. Ilottom of the system is 3 feel above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
C ~� g. Drainage area for the device is less than 5 acres.
CA 7`
h. Soils have if minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates dle runoff Gun the first 1.0 inch ofrainfall (1.5-inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the Ultimate built -out potential from all
surfaces (training to the system, including any ofl=site drainage. Calculations attached.
t J� k. All side slopes stabilized with vegetated cover arc no steeper than 3:1 (I :V).
1. A prctrc:atrnent device such as a catch basin, grease trap, filter strip, grassed swalc or sediment
trap is provided_
m. [Bottom of the device is comed with a layer of cican sand to an average depth of 4 inches of -
dense vegetative cover is provided.
�tg if. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other wahns).
o- Flow distribution mechanism within the basin is provided.
el_� p. A benchmark is provided to detennine the sediment accumulation in the pretreatment device.
Y° q. Runoff in excess of the design volume bypasses off line systems (bypass detail provided).
MNAMA
r. Syst cur is designed to draw down the designs storage volume to the proposed bottom elevation
under seasonal high water conditions within five clays. A soils report and all pertinent
drawdown calculations arc attached.
s_ Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Porn SWU-103 Rev 3.99 Page 2 of 3

IV; . .INFII;1'ItA'I'ION IIASIN OPIiRA'PION AND MAIN'I'ItNANCE: ACRIsEMF.N'1'
After every runoff producing rainfall even( and at least monthly inspect (he infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, reseed as necessary to maintain adequate vegetative cover, mow vegetated
cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall even( and at least monthly inspect the bypass, inflow and overflow
shuctm'es for blockage and deterioration. Remove any blockage and repair [lie structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth in the
pretreatment unit is reduced to 75% of the original design depth. "Ilo system shall be restored to the original
design depth without over -excavating. Over -excavating may cause life required water table separation to be
reduced and may compromise the ability of the system to perform as designed. Removed sediment shall be
disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water
quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit.The benchmark will document the original design
depth so that accurate sediment accumulation readings can be taken. The measuring device used to determine (lie
depth a( the benchmark shall he such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the design depth reads 0.30 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division detemrines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as
allowed by NCAC 211 A 000 must be designed, approved and constructed.
1 acknowledge and agree by my signature below Ilia( I am responsible for the performance of the five 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. 6;T'. Woo A4- Cm ,? o ro7"^�
Print Name and Title: :7RtS-1AATtZ E. VItU \lrGe- %e6vcQ
Address:
Phone:
Signature
--PO 2"18i4-
Note: The legally responsible party should not he a homeowners association unless shore than 50% of the lots have
been sold and a resident of the subdivision has been named the president.
Debra S. /dr-ewer- N C-
1,,,a4 za - O.t U•2 a Notary public for the State of County of
S}e�� do hereby certify that ,a personally appeared before
me this .�_J5 day of ?`u l U oZ 00 ( and acknowledge the due execution of the
13
Forgoing infiltration basin maintenance requirernc its. Witness try hand and official seal,
SEAL My commission expires:
I'ornISWU-103 Rev3.99 Page o1'3

WITHERS &RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
April 24, 2008
N.C. DENR — Division of Water Quality
512 N. Salisbury St
Raleigh, NC 27604
Attn: Mrs. Bethany Georgoulias
RE: S.T. Wooten Concrete Plant: Wilmington, NC — As -Built Drawings
W&R No. 2050449.10
Dear Mrs. Georgoulias:
CCkF1VEFJ
Jut
On behalf of the S.T. Wooten Corporation, we have enclosed three (3) copies of the original
concrete plant plan set. These plans were sealed and signed by Craig Fortner, PE. I have reviewed
the original plan set, and after an on -site inspection, I am familiar with the as -built conditions of the
concrete plant. I hereby certify that the site has been constructed per the original plan set with the
exceptions noted on the attached sheet 5A, which can serve as a record drawing.
If additional information is needed, please contact me by phone at 919-469-3340 or by email at
bleeewithersravenel. com.
Sincerely,
WITHERS &RAVENE
W'ti
William "Billy" Lee, PE
Attachments
cc:
St AL
19M