SW8100708_CURRENT PERMIT_20220426

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I o o 7oR
DOC TYPE
C2 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022og2t
YYYYMMDD

RICHARD HOPKINS
Plant Engineer
Phone: [phone] ext.4125
Fax: [phone]
Email: [e-mail]
TOP TOBACCO L.P.
204 Top Tobacco Road
P.O. Box 205
Lake Waccamaw, N.C. 28450
RICHARD J. HURST (DICK)
Preconstruchon Service
INDUSTRIAL/COMMERCIAL
GRADING, SITE UTILITIES &
PAVING CONTRACTOR
QOk?I01 WILMINGTON, NORTH CAROLINA 28402
PHONE [phone] • FAX [phone]
EMAIL: DHom®OBIL` 9105201
7—

ROY COOPER
covaimr
EUZABETH S. BISER
BRIAN WRENN
Director
April 26, 2022
Top Tobacco, LP
Attn: Claus Platt, President
204 Top"tobacco Road
Lake Waccamaw, NC 28450
NORTH CAROLINA
Fnvtronrne itatQuattty
Subject: State Stormwater Permit No. SW8 100708 Modification and Renewal
Top Tobacco — 2021 Warehouse Expansion
Project with Areas of both High and Low Density
Columbus County
Dear Mr. Platt:
Please reference the following sections of this cover letter, describing the renewal and modification of the permit:
Permit Renewal
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on February 2, 2022. The Division is hereby notifying you that permit SW8 100708 has been
renewed, updated, and reissued on April 25, 2022, as attached. Please be aware that the renewal and re -issuance
of this stormwater permit does not imply that the site is currently in compliance.
This permit 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.
Permit Modification
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on October 18, 2021. Staff review of the plans and specifications has
determined that the project, as proposed, complies with the Stormwater Regulations set forth in 15A NCAC
021-1.1000 (1995 Rules) as amended by Session Law (SL) 2008-21 I, and subsequently amended on January 1,
2017 (2017 Rules). We are hereby forwarding modified Permit No. SW8 100708 dated April 26, 2022, for the
construction of the built -upon areas (BUA), stormwater control measures (SCMs), and vegetated conveyances
associated with the subject project.
This permit shall be effective until December 31, 2029 and shall be subject to the conditions and limitations as
specified therein. This permit does not supersede any other agency permit that may be required. 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.
Please refer to Attachment A for designer certification forms, and Attachment C for a detailed description of the
current proposed major modification and a list of all the past modifications approved during the effective period
of the permit.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this permit and
is herein incorporated by reference. Please replace the previously approved plan sheets with the attached
modified and approved versions. Please replace the previous application (SWU-101), supplement, and Operation
/ Maintenance Agreement with the attached modified versions.
D _E North Carolina Department of Environmental Quality I Division of Energy, Nneral and Land Resources
,/� Wilmington Regional Office127 Cardinal Drive Extension Wilmington. North Carolina 25405
l m�..r+, zl�' / 910.796.7215

State Stomuwater Permit No. SW8 10708
Page 2 of 2
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Steve Pusey in the Wilmington Regional Office,
at [phone] or [e-mail].
Sincerely,
nc�
lJ u / 'Gy
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Application Documents
DES/sgp: \\\Stormwater\Permits & Projects\2010\100708 HD\2021 09 permit 100708
cc: Jonathan Meade, PE — Green Engineering, PLLC
Columbus County Building Inspections
NCDOT District Engineer
Wilmington Regional Office Stormwater File
Or�mr�p�r�DE
North Carolina Department of Environmental Quality I Division of Energy, Wineral and Land Resources
Wamington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
qin gar, nrs

State Stormwater Management
Permit No. SW8 100708
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
DEVELOPMENT WITH AREAS OF BOTH HIGH AND LOW DENSITY
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 (1995 Rules) as
amended by Session Law (SL) 2008-211, and subsequently amended on January 1, 2017 (2017
Rules) (collectively, the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Top Tobacco, LP
Top Tobacco — 2021 Warehouse Expansion
204 Top Tobacco Road, Lake Waccamaw, Columbus County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) for one (1) area of
12% low density (the "low density area") as well as BUA draining to one (1) wet detention pond
("stormwater control measures" or "SCMs") discharging to Class C;Sw(+);ORW waters 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 15A
NCAC 02H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 119,117
square feet. The runoff from all BUA within the permitted high density drainage area of this
project must be directed into the permitted SCM. The BUA requirements and allocations for this
project are as follows:
a. LOW DENSITY AREA (DA #2) BUA LIMITS. The low density drainage area (DA #2) in the
approved plans and specifications, must not exceed 12% per the requirements of the
stormwater rules. Within this low density area, this permit approves a percent BUA of 3.2%
and the construction of a total of 5,506 square feet of BUA. This permit does not provide
any allocation of BUA for future development within this area.
b. HIGH DENSITY AREA (DA #1) SCM BUA LIMITS. The SCM has been designed using the
runoff treatment method to handle the runoff from 113,611 square feet of BUA within the
delineated drainage area. The BUA for the future development within the drainage area to
the SCM is limited to 10,000 square feet.
Page 1 of 5

State Stormwater Management
Permit No. SW8 100708
2. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
3. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the sealed,
signed and dated supplement and as shown in the approved plans and specifications. This
SCM must be provided and maintained at the design condition.
b. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
c. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
d. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
e. PRETREATMENT. The following pretreatment device(s) has (have) been provided to
prevent clogging: sumps in catch basins, gravel verges, screens on roof and patio drains,
filters, filter strips, grassed swales, forebays for pretreatment.
4. LOW DENSITY AREA REQUIREMENTS. The low density area requirements for this project are
as follows:
a. LOW DENSITY AND CONVEYANCE DESIGN. The low density area is permitted based on
the design criteria presented in the sealed, signed and dated supplement and as shown in
the approved plans and specifications. This low density area and conveyances must be
provided and maintained at the design condition.
b. PIPING. Other than the piping shown on the approved plans, only minimal amounts of
piping under driveways and roads is allowed within the low density area when it cannot be
avoided. No additional piping is allowed.
c. DISPERSED FLOW. The low density area has maximized dispersed flow of stormwater
runoff through vegetated areas and minimized the channelization of flow.
d. VEGETATED CONVEYANCES. Stormwater runoff that could not be released as dispersed
flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (H:V)
designed to not erode during the peak flow from the 10-year storm event as defined in the
stormwater rules and approved by the Division.
5. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
6. VEGETATED SETBACKS. A 30-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans.
Page 2 of 5

State Stormwater Management
Permit No. SW8 100708
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM, such as in the low density area including roof drains, must be released at the
edge of the vegetated setback and allowed to flow through the setback as dispersed flow.
RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights -of -way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats must reference the operation and maintenance
agreement and must also show all public rights -of -way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment -Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater permit. Upon restoration, a new or
updated certification will be required for the SCM(s) and a copy must be submitted to the
appropriate DEQ regional office.
c. FINAL GRADING. The vegetated areas and vegetated conveyances located within the low
density area shall be entirely constructed and vegetated. Once the final grading is completed
and the site is stabilized, the permittee shall provide and perform the operation and
maintenance as outlined in the applicable section below.
9. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), 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.
Page 3 of 5

State Stormwater Management
Permit No. SWB 100708
10. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants, and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
11. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily or in the
event that the low density area fails to meet the requirements of low density, the permittee
shall take immediate corrective actions. This includes actions required by the 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.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made
available upon request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
12. 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 15A NCAC 02H.1045(3).
13. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
14. 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) and must be
submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part;
ii. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
iii. Bankruptcy;
iv. Foreclosure, subject to the requirements of Session Law 2013-121,
Page 4 of 5

State Stormwater Management
Permit No. SW8 100708
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.
15. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA within each drainage area and for the entire project does
not exceed the maximum amount allowed by this permit. The permittee shall review and
routinely monitor the project to ensure continued compliance with the conditions of the
permit, the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplements, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
c. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
d. 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.
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
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are 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, modified, updated, and reissued this the 26th day of April 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,,,Brian Wrenn, Direct&
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 100708
Page 5 of 5

State Stormwater Management
Permit No. SW8 100708
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• As -Built Designer's Certification General MDC
• As -Built Designer's Certification for Low Density Projects
• As -Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SWB 100708
AS -BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my
signature below, that the project meets the below listed Final Submittal Requirements found in NCAC
02H.1042(4) and the terms, conditions and provisions listed in the permit documents, plans and
specifications on file with or provided to the Division.
❑ Check here if this is a partial certification. Section/phase/SCM
Check here if this is part of a Fast Track As -built Package Submittal.
Printed
Name Signature
a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this
day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
Permittee's Certification NCAC .1042(4)
Completed /
Provided
N/A
A. DEED RESTRICTIONS / BUA RECORDS
1. The deed restrictions and protective covenants have been recorded
Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
ermit conditions.
2. A copy of the recorded deed restrictions and protective covenants
Y or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note
Y or N
1
B. MAINTENANCE
ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection / conveyance
Y N
system are located in recorded drainage easements.
or
2. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
Y N
have an SCM include the following:
or
1. The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in
Y N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
or
without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&M Agreement is recorded with the Register of Deeds and
Y N
appears in the chain of title.
or
Page 1 of 9

State Stormwater Management
Permit No. SW8 100708
F. OPERATION AND MAINTENANCE PLAN — maintenance records are
being kept in a known set location for each SCM and are available for
Y or N
roiew.
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Y N
Division.
or
Note 1- Acceptable records include ARC approvals, as -built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 9

State Stormwater Management
Permit No. SW8 100708
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules
and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
NC Registration Number.
SEAL:
Signature
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
OO Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
©WE = not evaluated (provide explanation on page 2) ®N/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) & General MDC
OO As -built
OWE
®N/A
.1050
A. TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment.
Y or N
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is
Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed
Y or N
into the permitted SCM and is accounted for at the full
build -out potential.
5. The project controls runoff through an offsite permitted
Y or N
SCM that meets the re uirements of the MDC.
6. The net area of new BUA increase for an existing project
Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design
Y or N
criteria.
B. VEGETATED SETBACKS / BUA
1. The width of the vegetated setback has been measured
Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7
Y or N
b2 2 is located in the setback.
Page 3 of 9

State Stormwater Management
Permit No. SW8 100708
4. BUA that does not meet the requirements of NCGS 143-
Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at
Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
OO As -built
ON/E
®N/A
C. STORMWATER OUTLETS — the outlet handles the peak
Y N
flow from the 10 year storm with no downslope erosion.
or
D. VARIATIONS
1. A variation (alternative) from the stormwater rule
Y N
provisions has been implemented.
or
2. The variation provides equal or better stormwater control
N
ual or better protection of surface waters.
or
g"Y
E. N E WITH OTHER REGULATORY PROGRAMS
Y N
has been met.
or
F. SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required
Y or N
stone de
G. CONTAMINATED SOILS — infiltrating S M's are not
Y or N
located in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V.
Y or N
2. Side slopes include retaining walls, gabion walls, or
Y or N
other surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
supportinq documents for soils and vegetation).
1. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope of the
Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS — An overflow / bypass has been
Y N
provided.
or
K. DEWATERING — A method to drawdown standing water has
Y or N
been providelto facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state.
Ilfl. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes
Y or N
>3:1.
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or
Y or N
89F of the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/E",
below. Attach additional pages as needed:
Page 4 of 9

State Stormwater Management
Permit No. SW8 100708
AS -BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have
observed the construction of the project named above to the best of my abilities with all due care and diligence,
and that the project meets all of the MDC found in 15A NCAC 02H.1003, in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -BUILT"
drawings, such that the intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section or phase_
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H
❑ Check here if the Designer did not observe the construction but is certifying the project.
❑ Check here if pictures of the project are provided.
Printed Name Signature
NC Registration Number Date
SEAL:
Consultant's Mailing Address:
City:
Phone)
Consultant's Email address:
1044(3).
O Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
O N/E = Not Evaluated (provide explanation on page 2). ON/A = Not Applicable to this project/plan.
Consultant's Certification (MDC 15A NCAC 02H .1003)
Project Density and Built -Upon Area
OAs-built
0N/E
ON/A
1. The project has areas of high density based on natural drainage
Y N
area boundaries, variations in land use or construction phasing.
or
2. The project's built -upon area does not exceed the maximum limit
Y or N
specified in the permit.
Dispersed Flow
OAs-built
ON/E
ON/A
1. The project maximizes dispersed flow through vegetated areas
Y or N
and minimizes channelized flow.
Page 5 of 9

State Stormwater Management
Permit No. SW8 100708
Vegetated Conveyances
OAs-built
ON/E
ON/A
1. Stormwater that is not released as dispersed flow is transported
Y N
by vegetated conveyances.
or
2. The project has a minimal amount of non -vegetated conveyances
Y N
to reduce erosion.
or
3. Other than minimal piping under driveways and roads, no piping
Y N
has been added beyond what is shown on the approved plans.
or
4. Side slopes are no steeper than 3H:1V.
Y or N
5. The conveyance does not erode in response to the peak flow from
Y N
the 10-year storm.
or
Curb outlet systems (if applicable)
OAs-built
ON/E
® WA
1. The swale or vegetated area can carry the peak flow from the
Y N
10-year storm at a non -erosive velocity.
or
2. The longitudinal slope of the swale or vegetated areas does not
Y N
exceed 5%.
or
3. The swale has a trapezoidal cross-section and a minimum bottom
Y N
width of two feet.
or
4. The minimum length of the swale or vegetated area is 100 feet.
Y or N
5. Side slopes are no steeper than 3HAV.
Y or N
6. The project utilizes treatment swales designed per Section .1061
Y N
in lieu of the curb outlet system requirements.
or
Vegetated Setbacks (if applicable)
OO As -built
ON/E
®N/A
1. The width of the vegetated setback is at least 50'.
Y or N
2. The width of the vegetated setback has been measured from the
normal pool of impounded waters, the MHW line of tidal waters,
Y or N
or the top of bank of each side of rivers or streams.
3. The vegetated setback is maintained in grass or other vegetation.
Y or N
4. BUA that meets the requirements of NCGS 143-214.7(b2)(2) is
Y N
located in the setback.
or
5. BUA that does NOT meet the requirements of NCGS 143-
214.7(b2)(2) is located within the setback and is limited to:
• Publicly -funded linear projects (road, greenway, or sidewalk)
Y N
• Water dependent structures
or
• Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized, and
Y N
channeling of the runoff from the BUA has been avoided.
or
7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of the
Y or N
setback and allowed to flow through the setback as dispersed flow.
Page 6 of 9

State Stormwater Management
Permit No. SW8 100708
Outlets
(DAs-built
MN/E
®N/A
1. Stormwater outlets do not cause erosion downslope of the
Y N
discharge point during the peak flow from the 10-year storm.
or
Variations
OAs-built
0N/E
®N/A
1. The project has variations from the MDC that were not previously
Y N
approved. (Modification may be required.)
or
Deed restrictions (if applicable)
OO As -built
ON/E
®N/A
1. Deed restrictions are recorded and ensure that the project and
the BUA will be maintained in perpetuity consistent with the
Y or N
permit, approved plans, and specifications.
For Subdivisions Only (Residential or Commercial)
OO As -built
®N/E
®N/A
1. The number of platted lots is consistent with the approved plans.
Y or N
2. The project area is consistent with the approved plans.
Y or N
3. The layout of the lots and streets is consistent with the approved
Y N
plan.
or
4. The width / radius of streets, paved accesses, cul-de-sacs and
Y N
sidewalks is consistent with the approved plan.
or
5. No piping, other than those minimum amounts needed under a
Y N
driveway or under a road, has been added.
or
6. The lot grading, road grading, vegetated conveyances, piping,
Y N
inverts, and elevations are consistent with the approved plans.
or
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or
"N/E." Attach additional pages as needed.
Page 7 of 9

State Stormwater Management
Permit No. SW8 100708
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets all of the MDC found in NCAC 02H.1053, in accordance with
the permit documents, plans and specifications on file with or provided to the Division, except as
noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules and the general
statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration
SEAL:
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
OO Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on
page 2
®N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC
02H.1050
Consultant's Certification (MDC .1053)
OAs-built
®N/E
ON/A
A. Forebay / Depths / Fountain
1. The available Sediment storage is consistent with the
Y N
approved Ian and is a minimum of 6 in.
or
2. Water flow over the forebay berm into the main pond
Y N
occurs at a non -erosive velocity.
or
3. The provided Forebay Volume is 15%-20% of the main
Y N
pool volume.
or
4. The Forebay entrance elevation is deeper than the exit
Y N
elevation into the pond.
or
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted
Y or N
value?
6. Fountain documentation is provided.
Y or N
B. Side slopes / Banks I Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the
Y N
approved plans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the
Y N
approved plans and is no steeper than 6:1.
or
C. As built Main Pool / Areas I Volumes / Elevations
1. The permanent pool surface area provided is consistent
Y
with the permitted value.
or N
2. The Temporary Pool Volume provided is consistent with
Y N
the permitted value.
or
Page 8 of 9

State Stormwater Management
Permit No. SW8 100708
3.
The permanent pool elevation is consistent with the
Y
N
permitted value.
or
4.
The temporary pool elevation is consistent with the
Y
N
permitted value.
or
OAs-built
®N/E
©N/A
D. Inlets / Outlet / Drawdown
1.
The design volume draws down in 2-5 days.
Y
or
N
2.
The size of the Orifice is consistent with the permitted
Y
N
value.
or
3.
A trash rack is provided on the outlet structure.
Y
or
N
4.
Hydrologic impacts to the receiving channel are minimized
Y
N
from the 1 r 24 hr storm discharge?
or
5.
The inlets and the outlet location are situated per the
Y
N
approved Ian and avoid short-circuiting.
or
E. V
etation
1.
The vegetated shelf has been planted with a minimum of 3
Y
N
diverse species.
or
2.
The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or
Y
or
N
no less than 24 inches on center.
Provide an explanation for every MDC that was not met, and for every item marked 'N/A" or "N/E"
below. Attach additional pages as needed:
Page 9 of 9

Attachment C- Permitting History
Top Tobacco- 2021 Warehouse Expansion
Permit No. SWS 100708 MOD
Project / Drainage
Area (sf)
Built-U n Area (BUA), sf
Approval
Date
Permit Action
RIMS
Version
Description of the Changes
Modifled Plan Sheets
Buildings/
Lots
Streets
I
Sidewalks
Future
Total
Percent
BUA
8/31/2010
Original
A royal
1.0
2010 Expansion
425/2022
Renewal
2.0
-
426/2022
Major
Modification
2.1
2021 Expansion: Addition of two (2) 40,000 sf
warehouse buildings and access drives with truck access
from Top Tobacco Rd.
Yes
346,501
82,576
26,411
100
10,000
119,087
34.4%
Page 1 of 1

Operation & Maintenance Agreement ?
Project Name: ITop Tobacco-2020 Warehouse Expansion
Project Location:1204 Top Tobacco Rd, Lake Waccamaw, NC 28450
I Cover Page - )
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM 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 pollutant removal efficiency of the SCM(s).
The SCM(s) on this project include (check all that apply & corresponding O&M sheets will
Infiltration Basin Quantity:
Infiltration Trench Quantity:
Bioretention Cell Quantity:
Wet Pond Quantity:
Stormwater Wetland Quantity:
Permeable Pavement Quantity:
Sand Filter Quantity:
Rainwater Harvesting Quantity:
Green Roof Quantity:
Level Spreader - Filter Strip Quantity:
Proprietary System Quantity:
Treatment Swale Quantity:
Dry Pond Quantity:
Disconnected Impervious Surface Present:
User Defined SCM Present:
Low Density Present:j
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
I Type:
1
Yes
No
Yes
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible
Title & Oroani.
state,
Signature:
aus Platt
resident, Top Tobacco LP
04 Top Tobacco Rd
L ke Waccamaw, NC 28450
9 0=
463014
la
@ ptob.com
Ann -Margaret Keyser , a Notary Public for the State of
Date:
North Carolina
County of Columbus do hereby certify that Claus Platt
personally appeared before me this 6th day of October 2021 and
acknowledge the due execution of the Operations an laintenance Agreement .
Witness my hand and official seal,
PARE
a2 a0TAR ), p EGEI V!i E
PUBLtG OCT 18 2021
c'0 2
Seal iirf11jj1111�� My commission expires 08/22/2022
STORM-EZ 9/21/2021
Version 1.5 0&M Agreement Page 1 of 1

Wet Pond Maintenance Requirements
Important operation and 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 pond should be fertilized after the initial fertilization that is required to establish
the plants on the vegetated shelf.
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wet
pond.
If the pond must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain will be minimized as much as possible.
At least once annually, a dam safety expert will inspect the embankment. Any problems that are
found will be repaired immediately.
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
After the wet pond is established, it will be inspected quarterly 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 shall be kept in a
known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element:
Potential problem:
How to remediate the problem:
The entire wet pond
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 remove the gully, plant ground
pond
erosive gullies have
cover and water until it is established. Provide lime and a one -
formed.
time fertilizer application.
The inlet pipe is clogged
Unclog the pipe. Dispose of the sediment off -site.
(if applicable).
The inlet pipe is cracked
The inlet device
or otherwise damaged (if
Repair or replace the pipe.
applicable).
Erosion is occurring in the
Regrade the swale if necessary and provide erosion control
swale (if applicable).
devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Sediment has
accumulated to a depth
Search for the source of the sediment and remedy the problem
greater than the original
if possible. Remove the sediment and dispose of it in a
design depth for sediment
location where it will not cause impacts to streams or the SCM.
storage.
The forebay
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.

Wet Pond Maintenance Requirements (Continued)
SCM element:
Potential problem:
How to remediate the problem:
Sediment has
accumulated to a depth
Search for the source of the sediment and remedy the problem
greater than the original
if possible. Remove the sediment and dispose of it in a
design sediment storage
location where it will not cause impacts to streams or the SCM.
depth.
Algal growth covers over
Consult a professional to remove and control the algal growth.
The main treatment area
50 /o of the area.
Cattails, phragmites or
other invasive plants covers
Remove the plants by wiping them with pesticide (do not
50% of the basin surface.
spray).
p y)'
Best professional
practices show that
pruning is needed to
Prune according to best professional practices.
maintain optimal plant
health.
The vegetated shelf
Determine the source of the problem: soils, hydrology,
Plants are dead, diseased
disease, etc. Remedy the problem and replace plants. Provide
or dying.
a one-time fertilizer application to establish the ground cover if
a soil test indicates it is necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used,
wipe it on the plants rather than spraying.
Shrubs have started to
Remove shrubs immediately.
grow on the embankment.
Evidence of muskrat or
Consult a professional to remove muskrats or beavers and
beaver activity is present.
repair any holes or erosion.
A tree has started to grow
Consult a dam safety specialist to remove the tree.
The embankment
on the embankment.
An annual inspection by
an appropriate
professional shows that
Make all needed repairs immediately.
the embankment needs
repair.
Clogging has occurred.
gg g
Clean out the outlet device and dispose of any sediment in a
The outlet device
location where it will not cause impacts to streams or the SCM.
The outlet device is
Repair or replace the outlet device.
damaged.
Weeds or volunteer trees
Remove the weeds or trees.
a
are growing on the mat.
Floating wetland island
(if applicable)
The anchor cable is
damaged, disconnected or
Restore the anchor cable to its design state.
missing.

Wet Pond Maintenance Requirements (Continued)
SCM element:
Potential problem:
How to remediate the problem:
Erosion or other signs of
damage have occurred at
Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water
Discharges from the wet
pond are causing erosion
or sedimentation in the
Contact the local NCDEQ Regional Office.
receiving water.
BMP #1
Pretreatment other pNqo
thanforebay?
Has Veg. Filter?
Wet Detention Pond Design Summary
Permanent Pool El.M56
Temporary Pool El:
Clean Out Depth:
Sediment Removal E
Bottom Elevation:
Permanent Pool El.
60.5
Temporary Pool El:
61.2
Clean Out Depth:
5
Sediment Removal E
55.5
Bottom Elevation:
54

I Disconnected Impervious Area Maintenance Requirements
Important operation and maintenance procedures:
The roof area will be maintained to reduce the debris and sediment load to the system. Excess debris
can clog the system and lead to bypass of the design storm, reducing infiltration and pollutant removal.
To ensure proper operation as designed, a licensed Professional Engineer, Landscape Architect, or
other qualified professional will inspect the system annually.
The system components will be repaired or replaced whenever they fail to function properly.
After the DIS is constructed, it shall be inspected quarterly. Records of operation and maintenance shall be kept in a
known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element:
Potential problem:
How to remediate the problem:
The contributing
Excess debris or sediment
s present on the rooftop or
Remove the debris or sediment as soon as possible.
impervious area
impervious surface.
Gutters are clogged or
water is backing up out of
Unclog and remove the debris. May need to install gutter screens
the gutter system.
to prevent future clogging.
The gutter system (if
applicable)
Rooftop runoff is not
Correct the positioning or installation of the gutters. Replace if
flowing into gutter system.
necessary to capture the roof runoff.
Rooftop runoff is causing
Install or repair splash blocks as needed.
erosion at outlet.
Runoff flows to the
Remove any sediment or obstructions at the pavement -vegetated
pervious area as
area interface.
concentrated flow.
Roadways & parking lots
The aggregate transition
(if applicable)
area or concrete edge
restraint is cracked, settled,
Repair or replace the transition area or concrete edge restraint.
undercut, eroded or
otherwise damaged.
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, re -seed the
erosive gullies have
vegetated receiving area and water until it is established. Provide
formed.
lime and a one-time fertilizer application.
The vegetated receiving
Trees or shrubs have
Remove the trees or shrubs.
area
begun to grow.
Vegetation is too short or
Maintain vegetation at a height of approximately three to four
too long.
inches.

I Low Density Maintenance Requirements 1
Important maintenance procedures:
The drainage area to the vegetated conveyance or vegetated receiving area will be carefully managed
to reduce the sediment load to the vegetated conveyance or vegetated receiving area.
After the initial fertilization to establish the grass in the vegetated conveyance or the vegetated receiving
area, fertilizer will not be applied to the vegetated receiving areas.
The vegetated conveyance or vegetated receiving area will be inspected quarterly. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element:
Potential problem:
How to remediate the problem:
Vegetation
Vegetation is too short or
Maintain grassed vegetation such that the swale or vegetated
too long.
area does not erode during the peak flow from the 10-year storm
Trash/debris is present.
Remove the trash/debris.
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then re -sod
Vegetated receiving
erosive gullies have
(or plant with other appropriate species) and water until
formed.
established. Provide lime and a one-time fertilizer application.
areas
Trees and/or other woody
Remove the trees and woody vegetation from the swale, regrade
vegetation are present in
the swale if necessary and re-establish grass as shown on the
the swale.
approved plans.
Trash/debris is present.
Remove the trash/debris.
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then re -sod
erosive gullies have
(or plant with other appropriate species) and water until
formed.
established. Provide lime and a one-time fertilizer application.
Sediment covers the grass
Remove sediment and dispose in an area that will not impact
Vegetated conveyances /
at the bottom of the swale.
streams or SCMs. Re -sod if necessary.
swales / roadside ditches
(other than curb outlet
The side slope is steeper
Regrade the slopes to the permitted configuration per the
swales)
than the approved
approved plan and reestablish vegetation. If as -built or existing
configuration.
conditions do not allow the slopes to be regraded, contact the
applicable permitting agency.
Grass is dead, diseased or
Determine the source of the problem: soils, hydrology, disease,
dying.
etc. Remedy the problem and replace plants. Provide a one-time
fertilizer application to establish the ground cover if necessary.
Trees and/or other woody
Remove the trees and woody vegetation from the vegetated
vegetation are present in
conveyance, regrade the vegetated conveyance if necessary and
the vegetated conveyance.
re-establish grass as shown on the approved plans.
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device (if
applicable)
The outlet device is
Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at
Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water
Discharges from the site
are causing erosion or
sedimentation in the
Contact the local NCDEQ Regional Office.
receiving water.

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
pri -21
fZp4,-f1-2
3Sr,S,-
sw8 f�o7e8
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgm t Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forni may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Top Tobacco-2021 Warehouse Expansion
2. Location of Project (street address):
204'I'op Tobacco Rd
City:Lake Waccamaw County:Columbus Zip:28450
3. Directions to project (from nearest major intersection):
Heading east on US Flwy 76 (Andrew Jackson Hwy) take a right (south) onto SR 1735 (Chauncey Town Rd)
Travel 0.23 miles then take a right onto Top Tobacco Rd. Project site will be 0.26 miles on the right
4. Latitude:34' 19' 38" N Longitude:-780 31' 43" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): E$New Modification ❑ Renewal w/ Modificationt
tRenewals zoith modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 7.95 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:An initial express S&E permit was obtained for clearing and initial
5. Is the project located within 5 miles of a public airport? XNo ❑Yes ��N ' ' Z�2)
If yes, see S.L. 2012-200, Part VI: htt�//portal.ncdenr.org/web/lr/rules-and-regulations
BY:
Form SWU-l01 Version Oct. 31, 2013 Page 1 of 6

LIL CONTACT INFORMATION
I.a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/OrganizatiomTop Tobacco LP
Signing Official & Title:Claus Platt, President
b. Contact information for person listed in item la above:
Street Address:204 Top Tobacco Rd
Cily:Lake Waccamaw State:NC Zip:28450
Mailing Address (if
City:
Phone: ( )
Fax:
Zip:
Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2, a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:N/A
Signing Official &
b. Contact information for person listed in item 2a above: J
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Dewey Allen/ABCO Construction
Signing Official & Title:Dewey Allen, President
b.Contact information for person listed in item 3a above:
Mailing Address:2420-B Nash St N
City:Wilson State:NC Zip:27896
Phone: (252 ) 237-1156 Fax:
Eniait:[e-mail]
4. Local jurisdiction for building permits:
Point of Contact:Wayland Townsend Phone #:
Form S WU-101 Version Oct. 31, 2013 Page 2 of 6
CEI V E
i eft nnw.
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IVr PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff wi l be treated.
Stormwater from rooftop and drives will be directed by storm drainage pipe to a wet detentionl2ond (BMP
#1) for treatment of the 1.0" storm prior to leaving the site. The remainder of BUA unable to be directed to
the BMP will be sheet flow across disconneced impervious (grassed) areas prior to leaving the site
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stonnwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 26.67 (recomb.) acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 26.67 (Total project area is 7.95 acres for the 2021 Warehouse Expansion) acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nornal High Water (NM line or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or MH➢� line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nan -coastal wetlands landward of the NHW (or MHIM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 34.4
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property/ area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below. HD D IS - I-D LD
Bashi Information
Drainage Area _
Drainage Area 1
Drainage Area 2
Drainage Area 3
Receiving Stream Name
UT at Wananish
UT at Wananish
UT at Wananish
UT at Wananish
Stream Class *
C;SW:+
C;SW:+
C;SW:+
C;SW:+
Stream Index Number *
15-2-2
1.5-2-2
15-2-2
15-2-2
Total Drainage Area (so
346,501
173,239
4,015
169,247
On -site Drainage Area (so
346,501
173,239
4,015
169,247
Off -site Drainage Area (sf)
0
0
0
Proposed Impervious Area*` (so
1 119,117
113,611
2,530
2,976
% hn pervious Area** total
34.38°%
65.58%
63.01%
1.76%
Im ervious' Surface Area
Draina e Area _
Draina a Area _
Drainage Area
Draina e Area
On -site Buildings/Lots (sf)
82,576
82,576
0
0
On -site Streets (so
26,441
20,935
2,530
2,976
On -site Parking (so
0
0
0
0
On -site Sidewalks (sO
100
100
0
0
Other on -site (so
0
0
0
0
Future (so
10,000
10,000
0
0
Off -site (so
0
0
0
0
Existing BUA*** (so
0
0
0
0
Total (so:
119,117
113,611
2,530
2,976
Stream Class and Index Number can be determined at: http. portal.ncdenr.org/weblzvq&slcsu/classi cations
"* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. EC E I OE
V
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 OCT 18 2021 U
BY:

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
It. Flow was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union Count : Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMEWT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htti)://Portal.ncclenr.ore/web/wci/ws/su/bmo-marmral.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http:/1portaLncclencorg/web/wg/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at ham://portal.ncdennorg/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http:/I portal. ncdem.org/web/wg/ws/su/statesw/forms_docs.
1. Original and one copy of the Stormwater Management Permit Application Form,
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopex-press.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/a mile of the site boundary, include the rA
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or N-HW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW tines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances
for
ATA
j. Site Layout with all BUA identified and dimensioned.. �� �0 V9�
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
L Details of roads, drainage features, collection systems, and stormwater control measures. �UN ttl ' , 202�
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHW T elevations (Please identify PA -
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xlI" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHW1' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 987 Page No: 62
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good stand big with the NC
Secretary of State, otherwise the application will be returned.
httl2://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table Listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/Ir/"state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Iona than Meade
Consulting Firm: Green Engineering, PLLC
Mailing Address:303 Goldsboro St E
City: W ilson
Phone: (252 ) 237-5365
Email:[e-mail]
State:NC Zip:27893
Fax: (_ )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled ont, complete this
section)
I, (print or type narne of person listed in Contact Information, item 2a) N/A , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, itern 1 a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEI E
JUN 11 2021
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 Ry

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANTS
MECEIVEfi
JUN 11 2021
BY:
I, (print or hype iaz {ie of person liste in Qontact Infonnntion, item ]a) Claus Platt
certify that th in rmation fnclu ed n this ermit application form is, to the best of my knowledge, correct and
that the prof t w 1 be constructe in confo an with the approved plans, that the required deed restrictions
and protecti a co ants will be r ded, t t the proposed project complies with the requirements of the
applicable st r ter ules underNC 1000 and any other applicable state stor wat r requirements.
Signature: Date: Z�Z%
I, E2�� - rh tv G-r-) I kr-�Notary Public for the State of C�-.el;,'.-Countyof
do hereby certify that personally appeared
before me this -L day of A j� 1 1 i_D Z o and acknowled a the due execution of the application for
a stormwater permit. Witness my hand and official seal, GL
�0
mod. 'I NV1.0 _
rrrm
SEAL
My commission
K - a- -�)-o z2--
MAR 0 3 2021
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

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DEMLR USE ONLY
Date Re eive
Fee Paid
Permit Number
c9l --;
o 9 tea, —
LO e 70
INC 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: SW8-100708
2. Project name: Top Tobacco
3. Project street address: 204 Top Tobacco Road
City: Lake Waccamaw
County: Columbus
4. What, if any, changes have been made to the project as permitted? N/A
Zip: 28450
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-
m ineral-land-resources/energy-m ineral-la nd-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
orthe Permit Transfer form 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: Top Tobacco, L. P
2. Signing Official's Name: Claus Platt
3. Signing Official's Title: President, Top Tobacco Management Corp., General Partner
4. Mailing Address: PO Box 205
City: Lake Waccamaw State: NC Zip : 28450
5. Street Address: 204 Top Tobacco Road
City: Lake Waccamaw State: NC Zip : 28450
6. Phone: (910 ) 646-3014 Email: [e-mail]
ECEIVE
uFEB 0 2 2022
BY:
Stormwater Permit Renewal Form Page 1 of 1 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 HQ W/ORIN). Only applications packages that
include all required items listed below will be accepted and reviewed.
I 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.
NA 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 0&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
'/I 1 ❑ 1 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
Stormwater Permit Renewal Application Form Page 2 of 2 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, Claus Platt , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agree rten on site (or I will obtain a copy and it will be kept on site), that I am
responsibleAan
ance of the mail
a procedures, and the site has been and will be maintained
according tement an I ap o ed I ns. I agree to notify DEMLR of any problems with the SCMs
or built-upobmit the p op r fq�i t dify or transfer the permit priorto any changes to the
project, SCip. All infor tion i e n this permit renewal application is, to the best of my
knowledgemplete.
Signature: Date: February 2, 2022
NOTARIZATION
I, �r r\Hr Ql�r rCe_ a Notary Public for the State of
County of r-Ok u r b u S , do hereby certify
that is P CAi personally appeared before me
this the day of e.Jr-U Aril 20-1-7- , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
\,,\\IIt I I)III//
lary Se��i��
=i O'(ARy
= a Notary Sign lure: = /
AusO, i g �a� aoZz
�c'�My commissioa kpires
�MBUSIC-\S `t \\
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1
Project Name
Top Tobacco-2020 Warehouse Expansion
2
Project Area ec
7.95
3
Coastal Wetland Area ac
0
4
Surface Water Area ac
0
5
Is this project High or Low Density?
Both High and Low Density
6
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H .1003(4)
7
lWidth of vegetated setbacks provided feet
30
6
Will the ve etated setback remain vegetated?
Yes
9
If BUA is ro osetl in the setback, does it meet NCAC 02H.1003 4 c-d ?
Yes
10 1
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
Infiltration System
0
12
Bioretention Cell
0
13
Wet Pond
1
14
Stormwater Wetland
0
15
Permeable Pavement
0
16
Sand Filter
0
17
Rainwater Harvesting RWH
0
16
Green Roof
0
Level S reader-FilterStri LS-FS
0
Disconnected Ira ervious Surface DIS
1
Treatment Swale
0
D Pond
0
F
Sto"Filter
nr O 4
0
Silva Cell
0
Ba ilter
0
Filterra
0
FO6MSLOADED
DESIGNER CERTIFICATION
27
Name and Title:
Jonathan Meade, PE
28
Organization:
Green Engineering, PLLC
29
Street address:
303 Goldsboro St E
30
City, State Zip:
Wilson, NC 27893
31
Phone numbers :
252-237-5365
32
Email:
[e-mail]
Centication Statement;
I certify, under penalty of law that this Supplement-EZ form and all supporting Information were prepared under my direction or supervision; that the
information provided in the fans is, to the best of my knowledge and belief, two, accurate, and complete; and that the engineering plans,
specifications, operation and maintenance agreements and other supporting information are consistent with the information provided here.
CAR
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DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so number of drainage areas/SCMs
2
3
Does this project have low density areas?
Yes
4
If so number of low density drainage areas
1
5
Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
1
2
LD 1
4
Type of SCM
NA
WET POND
DIS
None
5
Total drainage area (sq ft
346501
173239
4015
169247
6
Onsile drainage area (sq ft
346501
173239
4016
169247
7
Offsite drainage area (sq it)
0
0
0
0
8
Total BUA in project (sq ft
119117 at
113611
2530 sf
2976 sf
9
New BUA on subdivided lots (subject to permitting)
(sq fl
N/A
N/A
N/A
N/A
10permitting)
New BUA not on subdivided lots (subject to
s
N/A
N/A
N/A
NIA
11
Offsite BUA (sq ft
N/A
N/A
N/A
N/A
12
Breakdown of new BUA not on subdivided lots:
- Parking (sq ft
N/A
NIA
N/A
N/A
- Sidewalk (sq ft
100 sf
100 at
- Roof (sq ft
82576 sf
82576 sf
- Roadway s ft
26441 at
20935 sf
2530 sf
2976 at
- Future (sq fl
10000 sf
10000 at
- Other, please specify in the comment box
below (sq ft
13
New infiltrating permeable pavement on
subdivided lots (sq If
N/A
N/A
N/A
N/A
14
Now Infiltrating permeable pavement not on
subdivided lots (sq ft
N/A
N/A
N/A
N/A
15
Existing BUA that will remain (not subject to
ernitting) (sq it
N/A
N/A
N/A
N/A
16
Existing BUA that is already permitted (sq ft
N/A
N/A
N/A
N/A
17
Existing BUA that will be removed (sq ft
N/A
N/A
N/A
N/A
18
1 Percent BUA
34%
66%
63%
2%
19
Design storm inches
N/A
1 in
N/A
N/A
20
1 Design volume of SCM cu ft
N/A
10384 cf
N/A
I N/A
21
Calculation method for design volume
N/A
SIMPLE METHOD
N/A
N/A
ADDITIONAL INFORMATION
22
Please use this space to provide any additional information about the
drainage areas
Project area for development is approximately 7.95 acres. Majority of
stormwaler will be directed to wet pond for treatment. Remainder of drive to
be treated by Disconnected Impervious Area or drain to existing roadside
swales.
ECEI E
OCT 18 2021
BY:

WET POND
11
Drainage area number
1
21
Minimum required treatment volume cu it)
10384blf .:i...
GENERANNID61FRONY02H71050
3
Is the SCM sized to treat the SW from all surfaces at build -out?
4
Is the SCM located away from contaminated soils?
Yes."• -
5
What are the side slopes of the SCM H:V ?
;.34:'?�.
6
Does the SCM have retaining walls, gabion walls or other engineered
side slopes?
No'
7
Are the inlets, outlets, and receiving stream protected from erosion
10- ear storm)?
3 a, "
a Y41 ffi,
8
Is there an overflow or bypass for inflow volume in excess of the'.
design volume?
f
.. J. No '
91
What is the method for dewatering the SCM for maintenance?
Pu"m'P', IF erTetl)'
101
If applicable, will the SCM be cleaned out after construction?
:- Yes
11
I Does the maintenance access comply with General MDC 8 ?
; , ;Yes 1, 17,
12
Does the drainage easement comply with General MDC 9 ?
n.Y_3
13
If the SCM is on a single family lot, does (will?) the plat comply with
General MDC 10 ?
t �+
14
Is there an 08M Agreement That complies with General MDC (11)?
i
: Yes
15
Is there an O&M Plan that complies with General MDC 12 7
16
Does the SCM follow the device specific MDC?
'. 1�3 iVes ••; '
17
Was the SCM designed by an NC licensedprofessional?
WE PON1fMDC4FR0M'02HE1053
18
Sizing method used
", `.TSA'/OA','
19
Has a stage/storage (able been provided in the calculations?
Y1as'j,
20
Elevation of the excavated main pool depth (bottom of sediment
removal) (fmsl
s 5�47p0e0;
21
Elevation of the main pool bottom (top of sediment removal) (fmsl)
55 50„
22
Elevation of the bottom of the vegetated shelf fmsl
;60'00` 5
23
Elevation of the permanent pool fmsl
'60'S0''
24
Elevation of the top of the vegetated shelf fmsl
N '_60750"
25
Elevation of the temporary pool fmsl)
0;
26
Surface area of (he main permanent pool (square feel)
'
27
Volume of the main permanent cubic feet
"33242 cf
28
Average depth of the main pool feel
'.`!331P
29
Average depth equation used
--',Egu_ation_----
30
If using equation 3, main pool perimeter feet
" -'N/A
31
If using equation 3, width of submerged veg. shelf feet
';(N/A-
32
Volume of the foreba cubic feet
'61 7,fikf
33
Is this 15-20% of the volume in the mainpool?
_ ,],Yes;.'
34
Clean -out depth for foreba inches
351
Design volume of SCM cu it)
851851cf ,.
36
Is the outlet an orifice or a weir?
.Orifice
37
If orifice, orifice diameter inches
+` ,;1!51i- -
38
If weir, weir height inches
'- "`aNK
39
If weir, weir length inches
'JN/A
40
Daawdown time for the temporary pool(days)>,3-1
41
Are the inlet(s) and outlet located in a manner that avoids short-
circuilin ?
I t
42
Are berms or baffles provided to improve the flowpath?
';.'Nb
43
Depth of forebay at entrance inches
66 is
441
Depth of forebay at exit inches
":F,54•in; jt'E
45
Does water flow out of the forebay in a non -erosive manner?
46
Width of the vegetated shelf feet
A,ft ,
47
Slo a of vegetated shelf H:V
- ''12:1 2n.
48
Does the orifice drawdown from below the lop surface of the
permanentpool?
'- T= s'
Ves'`
49
Does the pond minimize impacts to the receiving channel from the 1-
r 24-hr storm?
'
` Yes '
50
Are fountains proposed? (If Y, please provide documentation that
MDC 9 is met.)
-
.No
51
Is a trash rack or other device provided to protect the outlet system?
gYe"s;
52
Are the dam and embankment planted in non -clumping turf grass?
ryes"
531
Species of turf that will be used on the dam and embankment
Hy6rIL1Qb `mt7da
541
Hasa planting plan been provided for the vegetated shelf?
6DDI.T.IONALg1NF,ORMATION
55
Please use this space to provide any additional information about the
wet pond(s):
This is drainage area #1 shown on SWU-101
et Pond_
E C E VER
OCT 18 2021
BY: b,
5:07 PM 10/13/2021

DISCONNECTED IMPERVIOUS
SURFACES (DIS)
G E N E RALf M D&F ROMl02 HJ.K
1
Is the SCM sized to treat the SW from all surfaces at build -out?
,: ,^'Yes.
2
Is the SCM located away from contaminated soils?
Y,es
3
What are the side slopes of the SCM H:V 1
cs_> 1'Oit
4
Does the SCM have retaining walls, gabion walls or other engineered
side slopes?
No
5
Are the inlets, outlets, and receiving stream protected from erosion
to- ear storm)?
>:^: Yes
',..i
6
Is there an overflow or bypass for inflow volume in excess of the
desi n volume?
1114 o
, ,i L.. 1
7
What is the method for dewaterin the SCM for maintenance?
'�. "'N/A
8
If applicable, will the SCM be cleaned out after construction?
9
Does the maintenance access comply with General MDC 8 ?
.,'.'Yes`
10
Does the drainage easement comply with General MDC 9 ?:;.
11
If the SCM is on a single family lot, does (will?) the plat comply with
General MDC 10 ?
N/A
12
Is there an O&M Agreement that complies with General MDC (11)?
Yes
13
Is there an O&M Plan that complies with General MDC 12 ?,
}_'Yes "
14
Does the SCM follow the devices specific MDC?`Yes
15
Was the SCM desi ned b an NC licensed rofessional?
�'.':;aYea :_:_
DISTM 6&F
F(6Mf02H111060
16
Maximum roof area that will be conveyed to the VRA (sf)
14
17
Will the VRA be rectangular in shape?
Yes.
18
Length of the rectangle in the direction of flow feet
107t`
19
Width of the rectangle perpendicular to the direction of flow (feet)
145 ft
20
Will the downspouts be equipped with splash pads?
N/A'
21
Length of pavement draining to the VRA feet
16120 '
22
Width of the VRA feet
10R.-,.,,
23
Is the VRA free of BUA except for utility boxes, signs, and lamp
posts?
-
Yes
24
Hydrologic Soil Group of VRA
25
Slope of the VRA in the direction of Flow %
0.52%.
26
Will the first 8" of soil be adjusted if needed to promote plant growth?
r,
Yes
27
Will the filter strip and side slopes be planted with non -clumping, deep
rooted sod?
f'
Yes
26
Is there a plan to protect the VRA from erosion until permanent
round cover has taken root?
Yew:
¢DDITiQNALiN10RMATiION
J
29
Please use this space to provide any additional information about the
disconnected impervious surfaces
This area is drainage area #2 shown on SWU-101
=CEIVE
OCT 18 2021
DIS 1 5:08 PM 10/13/2021

LOW DENSITY
DESI RECtUIREMENTS FOR LOW DENSITY PROJECTS FROM 02H.1003
1
Is protect below density thresholds set forth in the applicable slormwater rule?
Yes
2
Does project maximize dispersed flow and minimize channelization of flow?
Yes
3
Has the use of piping been minimized per. 1003(2) c ?
Yes
4
Side slopes of the vegetated conveyances (H:V)
N/A
5
Maximum velocity in the vegetated conveyances during the 10- ear stand?
N/A
0
Are curb outlet swales proposed?
No
7
Maximum longitudinal slope of curb outlet swale(s) %)
N/A
R
Bottom width of curb outlet swale s feel
N/A
9
Maximum side slope of curb outlet swale s (H:V)
N/A
10
Minimum length of curb outlet Swale(s) (feet)
N/A
11
Are treatment "ales used Instead of curb outlet "ales?
N/A
12
Is stonnwater released at the edge of the setback as dispersed flaw?
N/A
13
Have slormwater outlets been designed to prevent downslope erosion?
Yes
14
Ara variations to rule .1003 proposed?
No
ADDITIONAL INFORMATION
15 IPlease use this space to provide any additional information about this low density project:
This area is drainage area #3 shown on SW U-101 and consists of the drive entrances that were unable to be
conveyed to the stormwaler pond. These areas are sheet Flow across grassy areas prior to entering existing
roadside ditches. No new ditches were constructed as part of this project area.
C�C�C�C
ECEIVL"
OCT 18 2021
BY: